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HomeMy WebLinkAboutORD 2020-005� E �p5 PJE wnsx sr. SITE a VICINITY MAP NTS /71 _- xl�l / n POST OFFICE ti BOUNDARY LINE DATA TABLE— N0. BEARING DISTANCE Li S 55'02102" E 55.62' t2 N 34'5T56` E 41.00' L3 S 34'57'56' w 49.00' L4 S 34757'56' W 9.36' L5 S 34'57.56' W 5.50' N 0 25' 50' 100' i Conditional Use Permit CU19-37 is a request to amend the previously approved site plan of CU93-03 (Ord. 1993-22) for a planned commercial center to allow the possession, storage, retail sale and on premise consumption of alcoholic beverages (beer, wine and mixed beverages) and two 20—foot pole signs In conjunction with a restaurant, specifically to adjust property lines to allow for the development of a drive through and outside dininq in conlunction with a restaurant. VINE STREET i i i ;Ir �l r. 9� Case Na- Chick-fil-A Case Number: CU19-37 Location: 1235 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date: Sheet 1 of 16 Approval does not authorize any work in conflict with any codes or ordinances. DEPARTMENT OF DEVELOPMENT SERVICES w BOUNDAR' NO. BEAF L1 5 5! L2 N 3, L3 -L34 L4 S 31 L5 S 3� L6 N 6+ U N 3, L12 S 5! LEGEND axes LOT 1, BLOCK 1 uw TATE STREET PLAZA NO. 2 EXIST, CONTOUR -87- PROP. CONTOUR SL,ZO P.R.1 OT. Xcll EXIST. SPOT ELD. 0 I. EX15TING. RETAIL BLDG. =MM PROF. SPOT ELEV. F.F. 1646.00 03 PROP� TOP OF CURB 6 5 Pj & GUTTER ELEVATION I r [p OF PAVEMENT & F COLUMN ELEVATION 0 10' 20' 40, TOP OF C P. TOP OF GROUND & TOP COLUMN ENATION sas.'R ACCESSIBLE SPACE L' VAN ACCESSIBLE PARKING SPACE 5200 Buffington Rd. arse 4M, A.D.,ACCESSIBLE ROUTE Atlanta Georgia, ro �U­ 'V 30349-2998 -&00. EX CONC. FV1AT._/ EX, CONI, IVMT,-/ Revisions: Mark Date By 1�1 AP 90, zrr] A =2111 -11 �D. Date �Wy I--- IE ZU S Al 1W 'A .1 tp Mark Date By tO N 'A 01 "ham V Ao 4.1 d -2 SERIES P13 LS LARGE F. = 646.75 Uj 4, t* IV F 21 AIL pi xi eoNllucroR 710 IN RfIS AREA W 41=1 <eso Tc N AMY DIRECTION 4 CO E. 1, Hff 11 1.2 T E- C� CTOR R) AMV PRCA,7DE KNOCKOU' AT a4CK OF as 'm -" m N t 0 D FOR DUUMUPPSSWR DRW�VACE .jEK em c 'LOT 1. BLOCK I TATE STREET PLAZA NO. 2 SERIES CAB. F-1 Y, mom At U- P13 LS LARGE SL. 2 'HiEl :!!2 9 F.F. i647 00 141111 IX, ASPW_T PVML 4103111 N -F UNITED STATES POSTAL SERVICE n LOT 1 R. BLOCK 1 UNITED STATES POSTAL SERVICE ADDITION EX_ 11111 IIIMI,-/ " CAB. A, SLIDE 4014 � 21, I.,2GFA� NO CONSTRUCTION SEQUENCE 1. All CONSTRUCTIW -11 BEIN ALCO-- -M THESE 1AIV IM . ALL PROPOSED ARE APPROXMAFS -­ SPOT L OHTANI -0 IW.P AW -110W EUEXAI� A. LIE— �A(,IENF ARE TO B£ USEDYNS EVENT OF ANY WMEPANOM 2. -.11 Al ERR -1. WA.�� AMle-THAT .1 I ER,,, No ­N,,MMa0N THE �WACW SHALL MAKE I-— THAT or W_11l. YE IAR- ALL REOtmEO PERMTS AM APPROVALS ­ MEN WA -a NP . ­ TO SITE IA. FOR HOMZONTAL ON FABRICATION -LL - INTL ME IPNMACM� ZS RECEIVED AM ­MGIy �V­EO ALL PLANS AM r va, PREPARATION AM MAC" FouNMa0N ­7XIN AM -.lLP­y I.CNA --M NEA A. -- -1 , RE �,M l -ITE APPROVED ­ -1 � rW -­ AIN­WNE$. 1-l- -IL BE A­N0A- - 1W 10 SITE ._R_ OEOTCCHMLAL W---. REPORT. S BRAE Sl>E ­D.WO, ­ CLIMMOI, AM PROJECT W- -11 - TO -STAM OEI,Ap Nr OF -YS AM ­ MAN­MNM a THE -EPA- IS RESPONSIBLE FOR INE PRO— ol ALL WALL ALI!CITIES &!STALL EROS/ON CWMOt EAR -DINE AM $OAMA­ AM .1 SPE -An- E- 1- MP- - -SYN.- OF - -OuFCr. A- IA- 11 A. ME 8. The CONTRACTOR __ ,I, s__- � All EX.- I ME CONTRA— ­ VERIFY All EXIS- -6-S A. 7. �IIALL PAVEMENT. BENCHMARK BM 2 BENCHMARK 5 AM -P- ­AUAM -A- A. ­C.IPM CIE.- - T', _MW_ a �CT AM NAWFAWOA�UMEW� CONTROL MEASURES FNYI AIL noN 84S i1 EL£YA]IOM 645.50 BEFORE COMM)H.EX&'NT I�MWYVR THE SWfNEM -LL JIE oPPPYE a AREAS Nd VE BEEN AN, rXa,��_ MGNWdENT WT X ON IOW q" CURB WTIFEI -Y OF ANY ��P­ � �CAENT TO a GNAM MEM M BE -1 MIR" ­ MET MANAFA­ EI SIAM ­ ­ ALAN) AM A TAW � GRASS �7 ACHIEVED. -07 TO AIo­ SPOT - W IS ACCEPTABLE. 1 11.116121" - TRA- BEARING M01MOLT' to ­­ R-WPARKING ISLAM LOCA- - .SW OFAIRM N -&'0' NECESSARY, UPON PRIOR A—- OF THE - IA -0 -OF, OR APPROVED EWAL. T.,7 P.Ir I PNPIAI W -W SHALL WT' AT ANY JgfCTURE WIM IUMCNI PA- & ­­ W jH­ IN ACCESSIBLE RWTE . -1 CX- - . ME SHEET TITLE GRADING & DRAINAGE PLAN War Permit 13For Bid C ClFor Construction Job No. :013-303 Store : 04480 Date : 7/9/19 Drawn By : RMP Checked By: BM13 Sheet C-4 lInIBURGER D ENGINEERING 1 BpL P-12997 IL _.A0 s� N, F '$ �r \ `� r, . °4MA4 LEGEND H FIRE HYDRANT x SET CHISELED "X" SEI Orx CHISELED "X" FOUND OF.R IRON ROD FOUND (SIZE AS NOTED) O&IR IRON ROD SET (SIZE AS NOTED) OVERHEAD UTTUTY POLE W/ GUY UNDERGROUND ELECTRIC OR TELEPHONE UGHT POLE X_ SANITARY SEWER MANHOLE Oc SAN SWR. CLEAN OUT O cv. GAS VALVE 011 WATER VALVE TREE ®pryMH MANHOLE (TYPE AS NOTED) rlA.. -TRAFFIC SIGNAL BOX Ea ELECTRIC TRANSFORMER BOX (}TOWEn ELECTRIC TRANSMISSION STEEL TOWER O CE UNDERGROUND CABLE MARKER LIVE OAK cM CRAPE MYRTLE 12, l6is. BLOCK ,n � .✓ 11 � TALE ERT .C.T. PRT flL - - - - ' \ I Y. © re puupsrm A� t� \ WATER LSIN cRAL Noyes 1, ALL WGPo( AND WaERNLR UNLESS OTHERWISE NOTED, NMLL CONEORM TO tltt STANDARD .11O. MATEI 1. ALL WATER MAN PIPE TERA S SHALL MEET CITY of ANNA MOREYENTS. 7. OEPTfIb �" WATER MNEB To FEEL CITY m- CRDENA B 4. FdiE -c YDNNTs to BE CITY APPROVED. S. VAVE9 TO BE cr, APPROVED. & ME C,W RM:rdR SPILL NzaeEU A WNiiENANCF: BONG To ME Cin, TO RUN TWO (2 TF/AS FROM 1fE DATE OF AOCEPTMCE OF INE SYS@1 BY TEE CITY. 1 �NTEMNCE BON DELL. NEED To BE ON HE COTS SPANMRO roMl. 0 15' 30' 60' 7. IME CdBRACTOR SMALL RESPONMOE FOR PRO'MOWG'REYGRp diPUNS 10 TIE F✓KYNFFR SINwIXC THE IMATNNI or WATER SERVICES NNa VPLVEB. 'a _3Q. B. ERE HNRMB ..EBE PANTED .. PER CITY MANpUNs AND SPEBpomisHS PND OQMiED IN A PROTECTED AREA MM a CURB OR 0 t BCUM05. ON FIRE HraM- SHALL BE 16 AedOE THE A B p. CURB FR NOZZLES IOP OF THE N85HED DaWa AND FACE THE CENTER OF RHE FBa UNE 5200 Buffington Rd. 9 OR, SON MEM OR 51fffEi, FIRE MYON) F SHAM USUALLY L IX (A) FYNC (4) FEET, E NDT LESS TEMN TWo (z) FEET Nm YORE THw SIX (6) FEET, m1WD THE Atlanta Georgia, CWSE NELSON 30349-2998 10. ALLWATER DKES SNNL BE RY0ROsTA-1 TESTED PER CRY sTMNMES AND SPECNGiNAS. CItt OE I RAPEYiNE PUBLIC WORKS DEPARTMENT IMPORTANT.' I I. ALL WATEA oras N1u1 BE STERILIZED PER Ott STMCAFDS MmRevisions: CONTRACTOR SHALL BE RESPONSIBLE PER PREPARM'0 �EdMATMtS A COORDWATION PLAN OF CONSTRUCTION WITH 12. A1J. METER NOTES EKALL DE LOCATED IN NON-TRAEEC AREAS AND PROTECTED Mark Date By EXISTINO TENANTS SO NOT TO DISTURB ACCEYSER&ITY RY r CUBES IRU BOLWMS' Q TO EXISTING BUSINESSES TO REMUN. TN VERNMJN. LOCATNNS AOF EOSRM BdWEMF_ UTUTY I UTILITY COMPANY CONTACT PHONE ELECTRIC ONCOR CWSE NELSON (817) 624 -&FW WATER & WA.STWATER CItt OE I RAPEYiNE PUBLIC WORKS DEPARTMENT JCIN ROBERSON (817) trio -31]8 TELEPHONE CHARTER/SPECTRUM TTM BRdVN (48pj 464-4815 CAS ATMOS ENERGY CRCo 2YLKA 1(., 7) 885-,251 . 1313 13. HE1 � dTFRMINED /THY RECORD CFAfWMS. THE WNRUCIDR ENA 6 vEPoFY THAI NEGESENn' CLFARANCER BETWEEN EI(OSTNO AND PTlOPpSED sro F vAa' d uuunEs EmT PNOR ro TIE cwaTRocrIDN of Mr NMH cRDssNc. TJ INSTALL NEW Er& SERVICE CONN. W/ Y VALVE TO IX. 6 WATER 14. LIELTTY TRENCHES SHALL BE BAEXUIUUD OVUM MATERW. PER CITY 2] CONNECT TO I.N.1.3Y RCP W/ noes, ie DEMPSTER POST HYDRANT REFER TO P-31 L& ALL WATER SIS ONSIDE of EASEMENTS NAI. BE W5 -W BY A Mark Date By PILMBER. N1 CRY WATER MO SEWER FEES N W. PAY CITY (`ERB"N ie. CONTRAtrok 10 INCOUDE C= E[TS FOR WATER k Ss. 6 S.S. W f, TO IX. S5. NMIH )LE CEM NEWREM 11 No WATER -0 ALLR4E0. QS INSTALL t' WATER METER (REE) W/ METER BOX WASTE WATER GENERAL NOTES 20 2'r RCP W. 1.0 © -STALL 6 DETECTOR CHECK WJ VAULT & ED C- Mark Date By L ALL WORK UNLESS ODERWEE WAITED.SPILL CONFORM TO CRY STANDARD PER CITY GF GPAPEVINE STANDARDS SPECKIGTEWS. Q 2 ISE NOroZdIrN. AHD VEAECAL LOCARLYS OF IXSNNG SUB EWADE UBI 21 6 S.S. (SDR -75 PJC) NVE BEEN OETEOME&D PROM MTA RECORDED BY OTHERS. CONTRACTOR SHAE VERITY "t NEEEEEEW f CRWSING CLEARANCES BETWEEN E%STNG ANO 6.40'RENO W/ THRUST ELCzKWG PROPOSED URUEES EXST PRIOR Te CCWSTRUCEGN OF M'Y SUCH CROSSING. 2- GREE COMBINATION INLETS ON GRADE & CONYNECrED 3. CONTRACTOR -IL GOPOOK E WRIT THE OWNER EACWEEN OR NS EEPRESENIATNE NN CITY REPRESENTATIVE REOARDNS ANY DEVWRONs FROM MANHE W/ S. UT. N.W. GGRIST'�2� OLFL THESE PWS. a. cufmN eria SHALL MVNTNN 11 BET OF RECORD GNWENG6 (AB E" I t�Ur SITE IMNIdi R91 W BUBM- TO ME ENGNEEN - WMPjz TON OF THs 1RWECT h4AP gCEORE s. BE rxE EasPm+slaum OF THE coNTNoroR TO riNmEGr ALL Eualc -,Y R1111LRN5 W IME CONSEMCNON aF TURS PR0.ECi{ ALL WMMLEEL CLEYKKRS, B VALVE BO%6. Fltff MNWJIiS. BflVER UTERKS. WATER sorMO .EIC. 111011-11 B. SWRARY SEM9A FWE YIdT KEPT CLEAR OF BRORN COHCRFTE. dRT OR ft 9�fyfs t) ANY OI}aR IXEPoS RESJLiNo FROM, LWbTMICiKN OPMATE NS. SIS � "ER wie; W6 CR%S.9Ww5 UR'KRMT CENIERDO OH ETHER s` f `titaq A I .l Ft FaP Rvd. ,q B. do,m CidR NWy RE A 1' MEE PIECE 01" IDL PUSRC HAGOWG m THE �r ME, Of SEWER 9Erm MM Mi tEWE A NNBWY OF 3T OF PUGGING /Tyy,,�� ,,,P/s, EltPOSED AFlER 6ADNLELi- APER CURB MIO PANNG S COYPIETEp, }' "2 CA{ -i- `J' GONfR4C1CR 9M4L MIP ME LOGTpN OF ME SEWER SERVICE, ON THE CVAR N ACCORDANCE WRH THE STMWN CRY-e`E:AROUS. UNITED STARS POSrN. XUfVXS LOi If. X- I UNITED STATES POSTAL \ p SERA tEUDD RON4 4 'b o / e" / \ 4 a ----- uurt6D srarEs POsrx E -y Case Name: Chick- it -A RMp5 LOT 1N, &01 t & Case Number.CU29-37 urvrtEo STATES PDsrPl Location: 1235 William D. Tate Avenue sC"at AnOm. Grapevine, Texas 760SI f I ax sro F vAa' d CAR. & ELOE 4014 LAYOUT NOTES TJ INSTALL NEW Er& SERVICE CONN. W/ Y VALVE TO IX. 6 WATER 17 a RESTROOM WASTE UNE 2] CONNECT TO I.N.1.3Y RCP W/ a INSTALL NEW 0'x1' SERVICE CONN. W/ 1' VALVE TO IX, 6 WATER ie DEMPSTER POST HYDRANT REFER TO P-31 R.2 RPIIPPE=T28260000NNECTION Q INSTALL NEW Te TAPPING SERVE & VALVE TO IX. 6 WATER 1g SIA G+00 ON. A (`ERB"N © INSTALL 1 1/2" WATER METER (DOMJ W/ METER BOX 6 S.S. W f, TO IX. S5. NMIH )LE CEM NEWREM R 2e RCP . 620.38 QS INSTALL t' WATER METER (REE) W/ METER BOX NEW RIX. C S.S. OUT . 6.12.96 (VERIFY) 20 2'r RCP W. 1.0 © -STALL 6 DETECTOR CHECK WJ VAULT & ED C- R 6 SS. IN ®833.29 29 STA 1+25.02 UN. 1.0 PER CITY GF GPAPEVINE STANDARDS 20 6 S.B. ON 208 RADIUS 24"x80 BEND Q 6 flRE UNE 21 6 S.S. (SDR -75 PJC) 30 INNSSTTALL 6.40'RENO W/ THRUST ELCzKWG T2 STA 2+0&40 W. A O 2- GREE COMBINATION INLETS ON GRADE & CONYNECrED Q 6x90' eEND W/ THRUST BLOCKING MANHE W/ S. UT. N.W. GGRIST'�2� OLFL TOP - RCP75873.40 to 3/4' CW TO DUMPSTER POST HYDRANT R 6 S.S. (CUT) c &10.25 R 16 PJC a 633.50 SERVICELUMBING PCA R 6 & 6 5.5. (iN) - 636.39 }t IO' PVC O 1.42% NCE. 14 INBTTNCroRALL t 1DPC00ROINARE WITH 8U MACIMR STA 2+42.23 W. A CONST. 4 DU. MANHOLE W/ a LAT. S.W. 32 10"x30 BEND 126 SOR 26 PTC WASTEWATER SERVICE LINE O 7% RIM . 644.50 4 ( ® T6tt45 REND 13 CI.EANWi 63 R ].00 SS. }4 iB'x/6 WYE CONNECTION Q PRECAST 1000 CAL CAPACITY GREASE TRAP. PLUMBING 24 C S.S. O 2% MIN. R 16 PVC - 635.75 CONTRACTOR TO COORDINATE WIN BUILDING CONTRACTOR. TOP RIM OF MANHOLE To BE 0.Y ABOVE FINISH GRADE. 25 REMOVE IX, C PLUG & CONNECT TO IX. a S.S. ® T6 PVC O i.Bo% ©5 C KITCHEN WASTE UNE CONRUCTGR TO VERIFY FTDWTJNE. 38 INSTALL Yx2' GRATE INLET 16 S VER LINE 26 CONTRACTOR TO RECONNECT IX. R -TION SYSTEM TO NEW METER. _... TCW - 644,70 R 16 PVC - 641.20 37END 16 PVC & BEGN 6 PVC V � 6 PIC TO CANOPY DRAW O 1% MIN. Fe 96 & PVC .635.80 Si 6 PJC TO ROOF DRMN O 1% MIN. ® 6 PTC O S% 39 6x6 WYE CONNECTION 52 Ui1LRY CROSSING M52 16 PJC m 837.95 R er PJC - 839.45 R 6 S.S.. tksam 40 6xas eEND MW UEtNY CROSSING R 6 MC 839.75 R 6 PVL a 637.85 41 6 PVC O 3% R 6 S.S. a 835.0.1 42 6x6 WYE CONNECTION U C IRIEGATON SLEEVE W/90 R 6 PVC 640.75 ELBOWS STUBBED ABOVE GRADE ® 6x6 WYE CONNECITON R 6 PVC - 642.50 REMOVE IX. 6 PLUG & CONNECT To IX. a WTC ® 6 PVC O 1,32E e., SEND W/ THRUST BLOCKING ® 6x6 WYE CONNEGDON 5] FIRE HYDRANT PER CITY or R 6 PJC a 642.60 GRAPEVINE STANDARDS F461 6x6 MATE TNN-." ® ANUST IX. CLEANWT/VALVE R 6 PJC . 64M6 To PROP. CRAOE a7 6x45 BEND ® 6x6 WYE C0.wifecr RN y 48 R 6 PJC . 843.50 Maya, Secretary PLANNING AND ZONING COMMISSION Date: _ Sheet 4 of 16 Approval does not authorize any work in conflict with any codes or ordinances. DEPARTMENT Of DEVELOPMENT SERVICES B. THE GCNiRM:TUR NULL FIRNIAi A AYWNiFPM1NCE BCNO io ME CITY ro RUYt 2 N� YEARS fH0A1 THE MlE DE EN>A. ACCEPTANCE OF THE SYSTEA RY PINE CITY. � � U, ALL EARTHY SEWER uTERNS SMALL RE SIZED AND L -TED As SMOMN. L[ZN�1 . it. PW6 MSR TOR ro NCUOE ALL RECO. BONDS TAP EFb & CAMERA FEES W14 Z 12. NO WATER JEm1A Az OWED. y LS ALO MNRARY sEWER MAWS SHAL, at SOR-36 PVC. d DRAINAGE GENERAL NOTES E' W w I. ALLGTNERWEE NOTED. NUM. CONFdM TO CITY STANDARD .� SFETAWoRfLuKaw E�'.,�i ) 2 THE NOMZWtAL AND VERB' LOCAR Bis OF E%5TR1G SUBBURFpCE UBUR6 ^ '•+ COVE BEE++ TETERMNm EDEN MTA REOREDEO Br onERs. cavmAcroR SNNL YFRFY iNAY NECEssAM CROSSING CiEWUNCES BETWEEN fYSTiNG AND pR, .� PROPDBED urwrKs Pros¢ ro wnsTRucTKN of NY sucH cRassNc. 3. �HiRA(.POR 9NN1 COoiNpintE MIN PINE OWNER ENONEER. OR NS NM CITY REPV. ESENrATME RECPR.. ANY DE TXME ERW SPu a Ti i� 4. cSEE WExN sMML MNNf DEE SET RECORD duwlwcs Bu& oN SNE PILL SL93YRiID 10 THE ERdNFFR UPON H #TNS E m. PRO EC . C"Cq S. B u ' anuff Wa.c , y E wVE kOMOSaEW6SERNEC, & METo PROPER ONE AND GRAM PRIXt To iF1E Of PERYNIEPALL.T STORE RY sPECRKA"i AND SHNL BE T. All srFRM SEWER PRE NWL CONFORM TO -..= YAMNFACNRED FROM OTE OF THE FlJLLOWNC MATERLMs: SERIES A. RCR °g �' LS LARGE OWRoTHERMSE NOTED ers P13 D. s0R 26 FVG a- 6-1 1 B. ANY PRE LOCATED WLMEY THE RENT -S WAY OR N M EAsEMENr WELL BE RCP POE uxLs9 DENErMSE. NOTIM, e. ALL STORM I'm ARE PRNAtE E'KEEPT T1K5E srNVW w Cm & STATE R.o.w. ALL RCP PPE N5rALUTXW 9WL OOHFDW TD THE AYEPoGN CONCRETE PIPE \. ARSOCUTXW NsrNUTIDN MANUAL SPIFFY TITLE \ 11. ALL NE BBNB AUN Em- SHML EE PRt3'ABroGiED. COLA CONNECEONS REN ACQ]RDANCE Mom THE GM STMNARDS. PLUMBING CITY GENERAL ►Ores SITE PLAN 1, INE COMPACTOR SHALL • RE5PON51RLE EOR OBTNNWG A TWO (2) YAM. 25% MAWTEWWCE Wed ON ALL WATER SAWTARY SEWER, SIOPoA ERAIEUOE, NVEMB,, NN 8dsWARON/ARL MMPI RKRB OF WAY OR EAEEMENtE. 2. THE CITY G t#IMEVIHE's INSPEC�R OVERTIME Rtuszr AUJBNs TIE C unfAccz Fy ®Far Permit ro MCP N Et T AM. TO T P.W..MONDAY THROUGH S IDRD Y. NO WORK 5 ADOWED ONSUNMYB. N,NRDAY IYORI( Roo e- A -a (4) HWR IDEM.- BNwGE o�roBE DHRDE_R OF w � HONL NAPM BE PAM eY TME ❑For Bid ❑For Construction COATRACIOR To ME cm, EOR WORK ORSIE THE NCRLW. WO8( WEEK BLE, B A.M. ro S PAI., MONLWY 11MU ERIGYN. Job No. .013-303 3. AL4 WARR LINES MMR E_ -ARE WSPECiID RY REEBOK, WORKS PFNAIE lRES (OUINtE OF EA6EMENTS. BETON MEIE6, NOT JUST WIDEN INE Store 04480 R{E,BNG) Nff Nor If6PECTFD BY PU&JG M)Ps. ROF T LOVE BINLL. pE516raD N�talILCO NCENCE MIH INE REOUREMENiS OF THE CRY W' CRM4WUE 7 t9 Date .1QL.._ B£NCRMARK - BNT _ RENCNMARK - RU Drawn By ' RMP GNM9! i 8V56T Gvix Ni E°W � aWR � PPV A4S90 Wr, � E� GEWPB NA4M Checked By: SAB OCA Mix rzKINC ISwM NOT' cK PAcr cr iF^Efrph- O �AYJ$T 1NIRANC[ [YFlGE PRCAfAh Sheet BURGER 171U3 Prtsron No d, Shim IXON _ FTBPE DnIMs. Tcux 75248 ENGINEERING ORke:9 .A30a dl Pnx:9]2h3N.33M F'-129/7 -1111 �I 7 20 / 15 0-1 UTILITY COMPANY CONTACTS ONCOR ATMOS ENERGY j CHARTER/SPECTRUM AT&T 11 �1 12 MR. JOE GARZA MR. TIM BROWN MRS. TONJA VAN VLECK 18 a 2000 RELIANCE PARKWAY 3498 N. BELT LINE ROAD 750 CANYON DRIVE 2513 W.E. ROBERTS DR., SUITE 200 TX BEDFORD, 76021 R VIN TX 75Q62 CM.BRO , TX 75019 GRAND PRAIRIE TX 75051 CHA5EBEDFORD. 0ONC LK GY.COM r r r r 6 2 1 — — — — — — — — — — — — —r r 2 972- 52-07R.COM 9J2-252-0770 DEC `. . _ — — — — — _ _... — — — — — _ — _ _ _... _ — — — — _ / 13 214-476-8678 CELL is r�r�l� �I 7 20 / 15 Ca Se Number: CU19-37 :ocatmr: 1235 William D. Tate Avenue Grapevine, Texas 76051 I 1 Secreta PLANNING AND ZONING COMMISSION J I Chairman Dale: Sheet 5 of 16 i Agproval does no[ authorize any wm-1 io confltu with any codes or ordinances. 1 O e�1 FS v8 S S CALL 0 10' 20' 40' I EXISnNG UTUTIES NOTES CONTRACTOR 15 TO CONTACT 1-800-DIG-TESS AND HAVE THEM LOCATE ALL BURIED UTILITIES WHICH MAY BE AFFECTED IN ANY WAY BY THE WORK OF THIS PROJECT. 1-600-DIG-TESS WILL LOCATE UTILITIES WITHIN 2'0° HORIZONTALLY OF THEIR EXISTING BURIED LOCATION. NEITHER DIG-TESS NOR THE UTILITY COMPANIES WILL WARRANTY EXISTING DEPTH OF BURIED UTILITIES. CONTRACTOR IS TO CAREFULLY DIG 'POTHOLES' UNTIL DEPTH AND EXACT HORIZONTAL LOCATIONS OF ALL UTILITIES CAN BE VERIFIED. IF DISCREPANCIES AND CONFLICTS ARE DISCOVERED, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTIONS PRIOR TO PROCEEDING NTH AFFECTED WORK. GENERAL NOTES 1. COORDINATE ALL WORK WITH UTILITY COMPANIES AND OWNER'S REPRESENTATIVE. 2. STAKE EASEMENTS, CENTERLINE OF TRENCHES, ENDS OF LINES AND CORNERS OF PADS FOR UTILITY COMPANIES. COORDINATE EXACT LOCATIONS OATH CIVIL ENGINEER AND WITH UTILITY COMPANIES. 3. VERIFY ALL DIMENSIONS WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 4. PROVIDE TRENCHING, BACKFILL AND COMPACTION FOR UTILITY COMPANIES PER SOILS ENGINEER RECOMMENDATIONS AND UTILITY COMPANIES' STANDARDS U.N.O. 5. ALL WORK IS TO BE PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED TO BE PROVIDED BY THE UTILITY COMPANIES. 6. COMMON UTILITY TRENCHES MAY BE USED IF ACCEPTABLE TO THE UTILITY COMPANIES, MAINTAIN ALL UTILITY COMPANIES' REQUIRED SEPARATIONS HORIZONTALLY AND VERTICALLY. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, BEDDING, BACKFILL AND COMPACTION PER UTILITY COMPANIES' REQUIREMENTS AND SOILS ENGINEER'S RECOMMENDATIONS. 7. PROVIDE SWEEPING BENDS FOR FIBER OPTIC CABLES FOR ALL TELECOM CONDUITS, VERIFY REQUIREMENTS NTH TELECOM COMPANIES. NOTES BY SYMBOL '0' — MEF SITE PLAN 1. COORDINATE WITH ONCOR TO DISCONNECT EXISTING PRIMARY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE METER, TRANSFORMER AND PRIMARY CONDUCTORS BACK TO EXISTING ONCOR POLE. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 2. PROVIDE (2) 4' PRIMARY CONDUITS WITH PULL TAPE PER ONCOR STANDARDS FROM EXISTING POLE RISER TO NEW TRANSFORMER PRIMARY COMPARTMENT. VERIFY EXACT LOCATION AT BOTH POLE RISER AND NEW TRANSFORMER NTH ONCOR. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. ONCOR TO PROVIDE PRIMARY CONDUCTORS AND TERMINATIONS AT POLE AND NEW TRANSFORMER. 3. PROVIDE CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS. CONFIRM EXACT LOCATION AND ORIENTATION OF PAD NTH ONCOR PRIOR TO INSTALLATION. ONCOR TO PROVIDE PAD MOUNTED TRANSFORMER NTH 120/208V, 3P, 4W SECONDARY VOLTAGE AND METER ON TRANSFORMER. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS PER ONCOR STANDARDS, 4. PROVIDE (4) 4" SECONDARY CONDUITS WITH PULL TAPE PER ONCOR STANDARDS FROM TRANSFORMER SECONDARY COMPARTMENT TO WITHIN 5'0" OF BUILDING WALL, PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS, 5. BUILDING CONTRACTOR TO EXTEND CONDUITS TO BUILDING WALL AND PROVIDE BUILDING MOUNTED SWITCHGEAR DURING BUILDING CONSTRUCTION AND PROVIDE SECONDARY CONDUCTORS AND TERMINATIONS AT BUILDING SWITCHGEAR. BUILDING CONTRACTOR TO FURNISH TERMINALS PER ONCOR STANDARDS FOR ONCOR TO PROVIDE TERMINATIONS AT TRANSFORMER AND METER. 6, AFTER THE EXISTING CHICK–FIL–A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ONCOR TO DISCONNECT EXISTING SECONARDY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE CONDUCTORS BACK TO EXISTING ONCOR POLE MOUNTED TRANSFORMERS. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL, 7. BREAK INTO EXISTING SECONDARY CONDUITS AND EXTEND CONDUITS NTH PULL TAPE PER ONCOR STANDARDS TO EXISTING POLE WITHIN UTILTY EASEMENT. VERIFY EXACT LOCATION AT POLE NTH ONCOR PRIOR TO INSTALLATION. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. 8, COORDINATE WITH ONCOR TO PROVIDE TERMINATIONS OF SECONDARY CONDUCTORS AT POLE MOUNTED TRANSFORMERS AND METER AT EXISTING TRANSOCKET. 9. COORDINATE NTH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER. ATMOS TO CAP EXISTING GAS SERVICE LINE AT GAS MAIN. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAILS. 10. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM D. TATE AVENUE WTHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERVICE LINE TO A STUBUP NTH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PSI DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION NTH ATMOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 11, PROVIDE PRIVATE 1-1/2" POLY GAS SERVICE LINE PIPING FROM GAS METER TO BUILDING PER ATMOS STANDARDS. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. 12, PROVIDE STEEL GAS PIPING STUBUP TO A MAIN SHUTOFF VALVE. COORDINATE EXACT LOCATION AT BUILDING NTH BUILDING CONTRACTOR. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR. 13. AFTER THE EXISTING CHICK–FIL–A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER. ATMOS TO CAP EXISTING GAS SERVICE LINE AT GAS MAIN. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAILS. 14. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM D. TATE AVENUE WITHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERVICE LINE TO A STUBUP NTH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PSI DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION NTH ATMOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 15. LOCATE AND BREAK INTO EXISTING PRIVATE GAS SERVICE LINE AT BUILDING AS SHOWN. CONNECT AND EXTEND WITH NEW 1-1/2" POLY GAS SERVICE LINE PIPING TO GAS METER PER ATMOS STANDARDS. PROVIDE TRENCH. BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. PROVIDE MAIN SHUTOFF VALVE AT BUILDING. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR. 16. COORDINATE NTH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 17. PROVIDE (3) 4" SCHEDULE 40 PVC COMMUNICATION CONDUITS NTH PULL TAPE PER SPECTRUM STANDARDS FROM UTILITY EASEMENT ALONG WILLIAM D. TATE TO WITHIN 5'0' OF BUILDING WALL AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24" BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT, VERIFY EXACT LOCATION AT UTILITY EASEMENT NTH SPECTRUM, CAP, STAKE AND LABEL ENDS. 18, BUILDING CONTRACTOR TO EXTEND (3) 4` CONDUITS AND PULL TAPE TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION AND COORDINATE NTH SPECTRUM TO PROVIDE CABLE AND TERMINATIONS AT BOTH ENDS DURING BUILDING CONSTRUCTION, 19. AFTER THE EXISTING CHICK–FIL–A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOUTION PLAN FOR ADDITIONAL DETAIL. 20. LOCATE AND BREAK INTO EXISTING COMMUNICATION CONDUITS AT VACANT BUILDING AND EXTEND (2) 3" SCHEDULE 40 PVC COMMUNICATION CONDUITS NTH PULL TAPE PER SPECTRUM STANDARDS TO EXISTING ONCOR POLE WITHIN UTILITY EASEMENT AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24" BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT. VERIFY EXACT LOCATION AT UTIUTY EASEMENT NTH SPECTRUM. CAP, STAKE AND LABEL ENDS, 21. BUILDING CONTRACTOR TO COORDINATE WITH SPECTRUM TO PROVIDE CABLE FROM POLE TO INTERIOR TERMINAL BOARD AND TERMINATIONS AT BOTH ENDS DURING CONSTRUCTION. UTILITY COMPANY CONTACTS ONCOR ATMOS ENERGY FRONTIER COMMUNICATIONS CHARTER/SPECTRUM AT&T MR. CHASE NELSON MR. GREG ZYLKA MR. JOE GARZA MR. TIM BROWN MRS. TONJA VAN VLECK 2001 N. INDUSTRIAL BLVD. 2000 RELIANCE PARKWAY 3498 N. BELT LINE ROAD 750 CANYON DRIVE 2513 W.E. ROBERTS DR., SUITE 200 TX BEDFORD, 76021 R VIN TX 75Q62 CM.BRO , TX 75019 GRAND PRAIRIE TX 75051 CHA5EBEDFORD. 0ONC LK GY.COM JOE.GA 817-6 4-604OCOR.COM 817-624-6048 DECO 817-685-7257 X1313 OFC all-GREG85-1 57 X1 13 OF 972- 52-07R.COM 9J2-252-0770 DEC 469-464-4615 OFC 469-464-4615 OFC 9J2-207-3027 DEC 972-207-3027 682-351-5926 CELL 325-245-5102 CELL 214-476-8678 CELL Ca Se Number: CU19-37 :ocatmr: 1235 William D. Tate Avenue Grapevine, Texas 76051 I 1 Secreta PLANNING AND ZONING COMMISSION J I Chairman Dale: Sheet 5 of 16 i Agproval does no[ authorize any wm-1 io confltu with any codes or ordinances. 1 O e�1 FS v8 S S CALL 0 10' 20' 40' I EXISnNG UTUTIES NOTES CONTRACTOR 15 TO CONTACT 1-800-DIG-TESS AND HAVE THEM LOCATE ALL BURIED UTILITIES WHICH MAY BE AFFECTED IN ANY WAY BY THE WORK OF THIS PROJECT. 1-600-DIG-TESS WILL LOCATE UTILITIES WITHIN 2'0° HORIZONTALLY OF THEIR EXISTING BURIED LOCATION. NEITHER DIG-TESS NOR THE UTILITY COMPANIES WILL WARRANTY EXISTING DEPTH OF BURIED UTILITIES. CONTRACTOR IS TO CAREFULLY DIG 'POTHOLES' UNTIL DEPTH AND EXACT HORIZONTAL LOCATIONS OF ALL UTILITIES CAN BE VERIFIED. IF DISCREPANCIES AND CONFLICTS ARE DISCOVERED, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTIONS PRIOR TO PROCEEDING NTH AFFECTED WORK. GENERAL NOTES 1. COORDINATE ALL WORK WITH UTILITY COMPANIES AND OWNER'S REPRESENTATIVE. 2. STAKE EASEMENTS, CENTERLINE OF TRENCHES, ENDS OF LINES AND CORNERS OF PADS FOR UTILITY COMPANIES. COORDINATE EXACT LOCATIONS OATH CIVIL ENGINEER AND WITH UTILITY COMPANIES. 3. VERIFY ALL DIMENSIONS WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 4. PROVIDE TRENCHING, BACKFILL AND COMPACTION FOR UTILITY COMPANIES PER SOILS ENGINEER RECOMMENDATIONS AND UTILITY COMPANIES' STANDARDS U.N.O. 5. ALL WORK IS TO BE PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED TO BE PROVIDED BY THE UTILITY COMPANIES. 6. COMMON UTILITY TRENCHES MAY BE USED IF ACCEPTABLE TO THE UTILITY COMPANIES, MAINTAIN ALL UTILITY COMPANIES' REQUIRED SEPARATIONS HORIZONTALLY AND VERTICALLY. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, BEDDING, BACKFILL AND COMPACTION PER UTILITY COMPANIES' REQUIREMENTS AND SOILS ENGINEER'S RECOMMENDATIONS. 7. PROVIDE SWEEPING BENDS FOR FIBER OPTIC CABLES FOR ALL TELECOM CONDUITS, VERIFY REQUIREMENTS NTH TELECOM COMPANIES. NOTES BY SYMBOL '0' — MEF SITE PLAN 1. COORDINATE WITH ONCOR TO DISCONNECT EXISTING PRIMARY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE METER, TRANSFORMER AND PRIMARY CONDUCTORS BACK TO EXISTING ONCOR POLE. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 2. PROVIDE (2) 4' PRIMARY CONDUITS WITH PULL TAPE PER ONCOR STANDARDS FROM EXISTING POLE RISER TO NEW TRANSFORMER PRIMARY COMPARTMENT. VERIFY EXACT LOCATION AT BOTH POLE RISER AND NEW TRANSFORMER NTH ONCOR. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. ONCOR TO PROVIDE PRIMARY CONDUCTORS AND TERMINATIONS AT POLE AND NEW TRANSFORMER. 3. PROVIDE CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS. CONFIRM EXACT LOCATION AND ORIENTATION OF PAD NTH ONCOR PRIOR TO INSTALLATION. ONCOR TO PROVIDE PAD MOUNTED TRANSFORMER NTH 120/208V, 3P, 4W SECONDARY VOLTAGE AND METER ON TRANSFORMER. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS PER ONCOR STANDARDS, 4. PROVIDE (4) 4" SECONDARY CONDUITS WITH PULL TAPE PER ONCOR STANDARDS FROM TRANSFORMER SECONDARY COMPARTMENT TO WITHIN 5'0" OF BUILDING WALL, PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS, 5. BUILDING CONTRACTOR TO EXTEND CONDUITS TO BUILDING WALL AND PROVIDE BUILDING MOUNTED SWITCHGEAR DURING BUILDING CONSTRUCTION AND PROVIDE SECONDARY CONDUCTORS AND TERMINATIONS AT BUILDING SWITCHGEAR. BUILDING CONTRACTOR TO FURNISH TERMINALS PER ONCOR STANDARDS FOR ONCOR TO PROVIDE TERMINATIONS AT TRANSFORMER AND METER. 6, AFTER THE EXISTING CHICK–FIL–A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ONCOR TO DISCONNECT EXISTING SECONARDY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE CONDUCTORS BACK TO EXISTING ONCOR POLE MOUNTED TRANSFORMERS. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL, 7. BREAK INTO EXISTING SECONDARY CONDUITS AND EXTEND CONDUITS NTH PULL TAPE PER ONCOR STANDARDS TO EXISTING POLE WITHIN UTILTY EASEMENT. VERIFY EXACT LOCATION AT POLE NTH ONCOR PRIOR TO INSTALLATION. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. 8, COORDINATE WITH ONCOR TO PROVIDE TERMINATIONS OF SECONDARY CONDUCTORS AT POLE MOUNTED TRANSFORMERS AND METER AT EXISTING TRANSOCKET. 9. COORDINATE NTH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER. ATMOS TO CAP EXISTING GAS SERVICE LINE AT GAS MAIN. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAILS. 10. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM D. TATE AVENUE WTHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERVICE LINE TO A STUBUP NTH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PSI DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION NTH ATMOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 11, PROVIDE PRIVATE 1-1/2" POLY GAS SERVICE LINE PIPING FROM GAS METER TO BUILDING PER ATMOS STANDARDS. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. 12, PROVIDE STEEL GAS PIPING STUBUP TO A MAIN SHUTOFF VALVE. COORDINATE EXACT LOCATION AT BUILDING NTH BUILDING CONTRACTOR. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR. 13. AFTER THE EXISTING CHICK–FIL–A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER. ATMOS TO CAP EXISTING GAS SERVICE LINE AT GAS MAIN. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAILS. 14. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM D. TATE AVENUE WITHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERVICE LINE TO A STUBUP NTH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PSI DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION NTH ATMOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 15. LOCATE AND BREAK INTO EXISTING PRIVATE GAS SERVICE LINE AT BUILDING AS SHOWN. CONNECT AND EXTEND WITH NEW 1-1/2" POLY GAS SERVICE LINE PIPING TO GAS METER PER ATMOS STANDARDS. PROVIDE TRENCH. BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. PROVIDE MAIN SHUTOFF VALVE AT BUILDING. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR. 16. COORDINATE NTH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 17. PROVIDE (3) 4" SCHEDULE 40 PVC COMMUNICATION CONDUITS NTH PULL TAPE PER SPECTRUM STANDARDS FROM UTILITY EASEMENT ALONG WILLIAM D. TATE TO WITHIN 5'0' OF BUILDING WALL AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24" BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT, VERIFY EXACT LOCATION AT UTILITY EASEMENT NTH SPECTRUM, CAP, STAKE AND LABEL ENDS. 18, BUILDING CONTRACTOR TO EXTEND (3) 4` CONDUITS AND PULL TAPE TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION AND COORDINATE NTH SPECTRUM TO PROVIDE CABLE AND TERMINATIONS AT BOTH ENDS DURING BUILDING CONSTRUCTION, 19. AFTER THE EXISTING CHICK–FIL–A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOUTION PLAN FOR ADDITIONAL DETAIL. 20. LOCATE AND BREAK INTO EXISTING COMMUNICATION CONDUITS AT VACANT BUILDING AND EXTEND (2) 3" SCHEDULE 40 PVC COMMUNICATION CONDUITS NTH PULL TAPE PER SPECTRUM STANDARDS TO EXISTING ONCOR POLE WITHIN UTILITY EASEMENT AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24" BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT. VERIFY EXACT LOCATION AT UTIUTY EASEMENT NTH SPECTRUM. CAP, STAKE AND LABEL ENDS, 21. BUILDING CONTRACTOR TO COORDINATE WITH SPECTRUM TO PROVIDE CABLE FROM POLE TO INTERIOR TERMINAL BOARD AND TERMINATIONS AT BOTH ENDS DURING CONSTRUCTION. SITE DATA ZOWNG. GO (COMMUNITY COMMERCIAL) LOT AREA1.559 ACRES (67,936 S.F.) PROPOSED US£� REPYL WILDING AREA 8,955 S.F. FAR,0.13:1 PARKWC REOUMEO' 95 SPACES PARKING PRONDED. 95 SPACES BUILDING HEIGHT i STORY PROP, LfNOSCAPE AREA: 13,773 SF. (2027,8) PROP. PAVED AREd 15.328 SF (66.725) it �I I TREE TABLE TREETABULATIONS Tota caliper inches of Paraded Trees b Ee Renwvetl 3' and ffiovgautide W k4rg area: Tota Pauper inches —ked lot Mfgarpn: TotalrallP i.Px.WOAhadofno .. sora I BMj2 n Ep4TING. RETAIL MM. 0127 \= -- —( 013 \ v 011 FEz:��J r' Ig I I F \ \ I [1� N 015 _ v LS is NOTE: WRAP TREE TRUNK WITH 2 X 4 STUDS AND ROPE OR BAND IN-PLACE AS NEEDED TO PROECT TRESS IN WORK AREAS NOTE: - --�� A' REMOVE BULKY TREE PARTS°SHRED" ANDATR HAUL SEPARATELY. 'B' BEGIN EXCAVATION APPROX. & FROM THE TRUNK- CUT THRU ANCHOR ROOTS AT AN ANGLE - 3TO A' DEEP "C' USING TREE TRUNK AS A LEVER PUSH AT POINTE' TO REMOVE TREE BOLE AND LARGE FEEDER ROOTS (4` TO 1D" IN NAM.) 'O` BACKFILL HOLE AND CLEAN UP. O � TREE PROTECTION FENCE B __ ry/ 7 LREE REMOVAL DIAGRAM NOT TO SCALE � �%L % NOT TO SGM1LE 4a ;� EXISTING TREE NOTES 1. Existing been to remelt Shah be PmYshmi ft" renbuderind third Pax sfnldufa damage and uompadan of SNA underard emurrd drpime (ca'mpY) 0 hae. 2. it any root shuelvre is damaged during adjoined extayslimNcensWdion, noh(yfhe AndiedimmedH161y Itis recontmW dOxdw AcensedA1bxPmt be secured Por the Perend of of&ty partmMe tree uwrrds. 3. No disturbance of the sal gmatarthad 4'$hadAS, beafed doter ro Via bare trunk Iran fn the distance nt the dnp Tine to fAe tree hunk, Arm—of 75%offhednp NrreandraWIoneshahbepM.e alnat"Wgl-t 4. Any nine grad4ag dopa wdhin the ariticelmd, Sunset Of the protected bass must be0.+ne with light madhinory suM asebb6Cal orfgid freclm. NoeaM mpang apnrpmem aah Uacks is dA Wd wdwt the P Axd1 mW SOne Of the frees. 5 MONANStorage: Abmatendedd endediaruse incnnsWdi—extere renals eppu kf tld to excavetipnmdemo4timtslreflbaplatad witvn the hinds area drip) danytree. 6 E9 meant CVHurgAxdxdDdjd,Say. No aquipme lmaYbedearxd, Nxic adulians Iher Thswad kf kdaheNbe be&7adwXtwmu),rSd Hie ureas ata tree. ihis wnu'dirdude but r,W be hnMad topauu, mi, sNveMs asptralf, dernste, money, p'mers, fn 7. Tree Ahriundts: t4O signs, wiresmother aNacAmerus, dher Nan Nose Of apndd,A enatureshallbeadIxdAdlaanyhoe. 8. Vehicular Tratbc' No vaM'sular and cgn5(r4p(equpmeM lrolfic prpandrg is aYmH d wrdtin the APIIS of tie duphr a of Imes, ~ j N SIT I \\ VICINITTY MAP NTS \ �a j oP c {� \ ,anion. 123S w! lam V. Lace Avenue ` \ Grapevine, Texas 76051 i Mayor Secretary PLANNING AND TONING COMMISSION j �\ Chairman < 018 � I sheel6 of 16 \! p xovai does not authorize anywork In conflu. is with any Lodes., ord nancBs \ \ JrC - Is . EXISTING TREE NOTES CONED R Bodngof Uehres: Mayd pemMkdunds pra'&dedeeeaM cede+n davmStexes. The minirtwm lelglAolfhe 6me shall ba lye wiWh plfhe Irea'8 canopy andshad Ne a minimum depthW 10.NYeigM (48%inches. 10. Trenchyv..' Anyirrigannat IreMhing whk'h must Our done eftit and critical ref ane of a tree shatl be dug by hand end enter the area in a radial durruxur 11. Tree Hugging: AN trees (O be removed from Nle Sde shah Be Ragged bythe Contractor write bdght red in? tape IT width) wreppedarourMthe used tank at a height P! f— (4) def above grade. FtMhlg sherf be, sppmved by LaWscepe Archdecfpriortoonybeem=IW.. C0.Wredmshat conte t dscape Amhkecfwith72hourtwflce Nsdmdtue M-sdemeeb'ng. 12. Protective Fencing, AR bear to remain, es ndtedon dmwhgs, shekhaw protective knarg located at the Gee's diprm Midn"ve k^c'kg may be condensed Otsnow (died, g, prangs aryl Schm- ion far King, chain Ark knee orofhersimilm/ ung with a four (41 TOWapproxunate height. The protectivef&wdtgwitbektcafedm Indkoe oni)e Tragi PrM lion DeudlisJ 13. Bark POSedex, I srt ationswhere abeamme .Nrrinvidd&lana of intended sf ction, tfre tree shell be PrWeded by exbsrng fha &Nrm c,Mcwnt wof Uehee'stnmk WhWmberencCWwifhwhearofher meansfhatdcesrtotdamagethehee. RON,rYTAd AdXbPi.Or.t(s). 14. Cansductron printing: In a case main a bwASPYng limb is "an dudrg Ire course rr.i nrrudepr, Ire Contract, shad den In, La dseapa Amthadtlmmedefely In rro itts(arwe shaNlhe Cpntractorpraie anypodmn ofihe damaged tree wiHraN the pdmappmvaf bytlre Landscape Architect. EXISTING TREE LEGEND CHICK—FIL—A, INC. FIN 52M O \ EXISTING TREE ATLANTA, GEORGIA 30349 HON ;(404) 76 IMSO PHONE: (404) 765—HOS Tia REMAIN CONTACT: RA.A DERSOON—SANDERS EMAIL: GETRA.SANOER90CFACORP.COM (Q\, -.I-- -EE PO Bf REMOVEp BURGER ENGINEERING, LED( 17103 PRESTON GAO, SUITE 180N TEXAS REGISTERED ENGINEERING FIRM F-12997 DALVS. TEXAS 75248 } EXSTIRE TRE 9730-3360 O ( 70)BEEp CONTACTTN BRYAN2)M6 BURGER, P.E. EMAIL: SBURGEROBUGERENGINEERING.COM smr01 TREE PRESERVATION PLAN IanCscapearCffifeCtS, Inc. SCALE: I- 2W -C' fip6 H. G4leed St DTks,Teas Goo Td 2107 rbae3 Fara _ en.bs4s 0 10 20 40 Fne4 am:gsnu#rnn. LANDSCAPE TABULATIONS INTERIOR VEHICULAR OPEN SPACE REQUIREMENTS: (18010 0: 95 spaces) R mr'nen N: Mimi 10%of Nre'.Mv area to he Wndacepe wee, (1)IreA 3`wi. per 400 s f. M regii,ad IaMewpe sea. AIIKdof (1) 12 parr, NA INfirl. (±j 9k10'aliM pN 12 Padar9 ,pass Regi Pro d 1,8915 st 2567.2 at (7J perkbg island, 021P '-N new, 0)mad, 3`- (121 mea, 3"Ca, in. INTERIOR PARKING SCREEN REOUIRENENI S: Re,rm,1: ts: 36'11i. a -m Ina of Metale�On, 30'mw ,-paining a" Pp" Iha, Abues rad ironlege a'Prad tera"barrtahas. P,v,dea NO VEHICULAR OPEN SPACEREQUIREMENTS: 187,106 ai) RIWiredemar Mervmnn 15%0!gmas site a'eabbe nawehiatlwepen spare, 53G.'ra 4etl a sibe,ANrme Lie ha Wy (0) a., 3' al. per 3,000 s1. mfIWAr d I.. -area. Ragdrad `,whed 101.4 s f (m%I 11713 e1. ths.) 131 aegis (16)Ne,1- PERIMETER PROUtREMENTS: RaoA.1'nts (1)h 3- t, par 501`. along sae dermal.. galiam D. Tete. Ita1 D]11} R.1 Pmwffid T) ams, T tai. (3l Unteg Tree,, 3' cal. Inn. It)Newvea.Y.L DEMOLITION NOTES t P.Ace demaknat,Aa`vege and means. Bfexislirig.tlrutivras,,addcae antl trees as shown on lia, drawings. 2. Bafeea,&-lg amended, vim and axe- Arte to betemare antsw r+sGxe end scope p3 de Inion endsaNaga wcvk. CheaefcreAr, compensaRarz on account d eddNional labor mater Ws or equipineN requhetl tcrdtllicudies dncoanteTad in tldnroTNbn antl saMage w+N dbe r �n+zed 3. Pale t demo alis ,f eml cep nR idPtes andservice Imes Trot requued for cans! Hwnin ehaNdah re4unamanfs WgoWnting auNoNtea admances orbregWRd-atkxts. 4. Erect necessary berdcades. Being andpm'ecirve rcreasures as required 5 Materials anddabdsaxg fmmdarrpA7iretiena beWma Me property of the ntmme, Cctla. Flease remove fd rom site. 6. Remove peWmenK, and struMuresrofhe depths rlmev sW>sfrtith+re. 7 Leave cansedddhr, area dean arbmady N ass byolherhadeE 6. Remove pavement sob -base in the depth Mlha base mi!eard, g. lb rat rtlamag Trees unless rrotedto be remared Aif mea prof Nod 'ces snap bel plaaY pdOrt0aUmlies Any derrcpNsn activities required within Hie dripltrre oIdeas to be saved shBPbe csremlyremcvedbylandlaW, Rapatanytreedamagafcihe Landscape ArChiMct 10. Prror(e baginrxng demWilion COnbador stxNl provbs coverwg57Wezi,Tuy .1-tmertanrateriinglopreventd8magn. AnysdeelamensederhAdio nema0 which 82 damaged by Pine COM75cdor's a Anes shellbe requksdat the CpMr Id"a expense. if. P,rovlde demdworo/uwiidg sdedams as sham an the dnewings. ComWelery coma. Nems IO 6'Nhw grade and raid away a8 refuse. \ VICINITY MAP \ NTS Nmmba,;Cu1v 3, \ n.m 1235 William D. Tate Avenue \ Grapevine, Texas 76051 5 MG / \ Mayor Secretor{ 27 148 \ LIR _ / / \ PLANNING AND ZONING COMMISSION r \ \'l \ _ \ Chairman :beet 7 of 16 ; 3provai does not any okconFl c+ with or h any codes or ordinances, ,t c 1 GENERAL LAWN NOTES f, fine grope axesroachieve final eonlwers inaticeretl on aWaans. T Adder con- In acham, po Tve drainage away horn bdsdings. Parkle unrlorm ronndug ilep tlbdtam o(sboes and dher Neaks in grade. ConctirreguWilvsaWareazwhere Wa mayslaM 3. AN lawn alas Nraceiue solid sed oral De leRNemaxvnumdi`below final/intergra'k. Conme Jhc0ordmffie OpAddaysmIhorwde CnaeRdstbn Manager. 4. Imported ropswl shall ba natural fiiaNe sail It, mgien, Armin As Wand and, Nae from lumps day, ne. acibeamnard rtals, debris, vegetation stones cendara'rg m sett And walk N brow mats" S AN term areas to be fine Seded,ingatim bared- comptala'y PAW,, and finish grade approved by the OwraKs ConaWttearl Manager mA,, afact Prior to insla0 or. 6.. AN rocks Y4` dreadferead Hrgm,, dirt note, atuks,-.We spode, BtG shad be removed poor m pisdng Npsmi and any taws hYheseNn 7 CdGUAct-toll Amodetf')ona inch rferporled)4-1 to ell a-, I, receive lawn- AOO1770MAL INDICATIONS O u=--2' 0bfa00 RMer 'I.*``witlN mW., T dap), wlh steel edging baker M weed banierfa6nc ODecomposed Gm4e. 18'vMlh mm, 3 a-- skel etlgHg6rnkr eat wee N LANDSCAPE NOTES r Conftacto'shAV Wd6'as existing and prOpned site a'e-me ant rw(dy Archllectolanynh-eparoar. Suvey dNa ofens!mg andirons waz sAdmd by than 2. CoNranar shallbc i ail axistktg uMaryroiub Millis'arbnotify ArcNlad NanyttmPict CA+�a�t rshatl exeayse ceu:ian when woArurg in lha norrtty of undergraunld idNtNs, 3, Conbatfo'mspgn5ibklroblaiNrg all requaed landscape andimgmttor, ParmNa. 4 Ca#redorls provifkeminMum 2%.dope away iromall ,setons,. 5. ANpfarJmp beds andlawn areas to bs separeted by staeledgvg Nesleel N betndauedadle,cir i sida-ft aanbs. 6. kagati tys m Am fo be iv,nwda darn a dBh an wxkrgrouMBtrtwrzetis kdgetron system and shall indutle rain antl firem ,Draws. T, AN lawn areas Is be Slid Sod earrome ,, Gm7ess dhenvae toted on she drawings. SMC 01 LANDSCAPE PLAN landscapearchiteci ,inc. SCALE 1'=20'-0' t 0aN Gran 54arx Dewe, re.aa ramp �! id P 9eT+aus 0 10 20 40 E,. q em�v,rae.wm (( I IS f EXISTING SHRUBS I / CITY. TYPE COMMON NAME BOTANICAL NAME SIZE 36 EDBH Existing DaaA BuAad HWy LeucopRyNum x'Llmn Lowry', Ov2rP Sgal. PROPOSED PLANT LIST TREES OTy, TypE COMMON NAME BOTANICAL NAME SIZE REMARKS 6 LGM Little Gam Magndu Magrace greM,Won, End Gem' 3` aal. copurner Tran, IT hl, 4'spre id mm. SITE DATA (� 20 S CC PHH Harbor! 1{d7 Ceres ershms4'Oklahams' ikx decidua 7"Is mr. 7 ht, non BSS 3.5 rareno doss ranmg treetonin 888 3 5 cane rw Goss cankg vee fain 2.5 Cal. rNn. ZONNNG: CC (COdMUN/7Y COMMERCf4l) ( /2 / v 7 LO P.M"" Nve Oak or -u Ipriane 3'cel container gip n f3 ht 4 speed min LOT ARF- c ACRES (57,AT8 S.F.) 12 NRS NHneR $teven Idly Ilex "We 11$Bruen,' 30 gal, Gemara, gram fallie Lase 2B* Cal, ndn. PROPOSED USE 8559 OUILOING AREA: 8,955 SF. 9 NO Retl Qak Doritos shuma* 3' ng. canimner4-, 13hl,4spread nen. FAR.: 0.13:1 SHRUBS PARKINGREQUIRED: 95 SPACES QTY, TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS PARKING Ppdn.: 955 SPACES BUILDING HEIGHT. I STORY 51 OA DweA AbaW Abeim gmnddlaa'8upa1 G8M' 5gal. cpha rel gram. Kill Dr.[ speamen PROP, LANDSCAPE AREA 13,773 SF. (20.27X) 57 OTS Diad Texas Sage L -P Oftdar x CPR Lowry', Dwarf 5 gal. Wnlamer grew. NC plant Woman PROP. PAVED AREA: 45.328 fiF. (66.72X) 131 NPH Neediepomt Hdlg t!excomuta'Neepepoirl' Sgal. mntevrer grown.(aC Cleo: asoe an 2 64 12 HMG IH Hameln Grass ed.an Name- Pennimium NV. -dee Rhaphersys Indica 5 gel, 5gal. contaerer grown, NC plant spaamen conlainm gram, IVC plant spedmm _ 33 LOP Lor mads Lonar asium chlrensa'Shang.hi 5 gal. rom m. gran. NC plant spedmen BENCHMARK - BM 2 BENCHMARK - SM 5 168 MFG Mexlwn Feagtegrease Neendle fenuissima 3 gal. protomer gran, full R t speamen ELEVAi1Q7J 84541 Et£VARB 84MA e6 ROS Rosemary Rosrnadnas olfldaraks 30 opm net gran, hA plant spapda. AreacelENT Mor x ON TCf'+ o, pope 4fQVV46NT GJT X av TQP N' CURB 74 NY Red yuxra Hesperia-parvr6Tld 5 gal. me- I- (at Perm eparlmer LOG RON NQSE OF PAISt.aND LOf LOG BLY4 S 5 aY name net GRDCOVERS FKKMEPSArzRMwNEC POST o£%:E PAWAR CITY, TYPE CANNON NAME BOTANICAL NAME SIZE REMARKS 'A x 20'A LIR Lbxpa Big Blue' Lirrope mason Big Boa' VIRAL wrud Aly -.3)12' !O\ -}- 14g5 wC Wnternanper Euorrymus NdUnei 4-Im anL mer gmsn (3)12' ers ENGINEER: ! � \ L- 463 SC Seasonal C0lor 4'pnfs commmer grown, full Plant, 9- 0cmm APPLICANT:BURGER ENGINEERING, LLC EdRc9onat6me fireateand CHICK -FILA, INC. 17103 PRESTON ROAD, SUITE ISBN Common Behm agre. CM-d-daMybn rdl sod staid cod, rekrip ides 5200 BUFFINGTON ROAD TEXAS REGISTERED ENGINEERING FIRM F-12997 ATLANTA, GEORGIA 30345 DALLAS. TEXAS 75248 NOTE: Plant list is en 0.drobidders arty. Ccnrrador ,Milt verity all quanlltles on (deo Nl hegMs ant spreads are PHONE: (404) 763-0000 PHONE: BRYAN CONTACT: BRYAN BURGER, BURGER, P,E. nm ms. All plant material ahallmaetore-gid remarks ae W.W.Mi tressbhave strdi tilunkseM gr be maMll A5 M. CONTACT: GETRA TNOMASON-SANDERS M. EMAB: CETRA.SANDERSOCFACORP.COM EMAIL: BBURGEROBURGERENGINEERINO.COM within venedes. LANDSCAPE TABULATIONS INTERIOR VEHICULAR OPEN SPACE REQUIREMENTS: (18010 0: 95 spaces) R mr'nen N: Mimi 10%of Nre'.Mv area to he Wndacepe wee, (1)IreA 3`wi. per 400 s f. M regii,ad IaMewpe sea. AIIKdof (1) 12 parr, NA INfirl. (±j 9k10'aliM pN 12 Padar9 ,pass Regi Pro d 1,8915 st 2567.2 at (7J perkbg island, 021P '-N new, 0)mad, 3`- (121 mea, 3"Ca, in. INTERIOR PARKING SCREEN REOUIRENENI S: Re,rm,1: ts: 36'11i. a -m Ina of Metale�On, 30'mw ,-paining a" Pp" Iha, Abues rad ironlege a'Prad tera"barrtahas. P,v,dea NO VEHICULAR OPEN SPACEREQUIREMENTS: 187,106 ai) RIWiredemar Mervmnn 15%0!gmas site a'eabbe nawehiatlwepen spare, 53G.'ra 4etl a sibe,ANrme Lie ha Wy (0) a., 3' al. per 3,000 s1. mfIWAr d I.. -area. Ragdrad `,whed 101.4 s f (m%I 11713 e1. ths.) 131 aegis (16)Ne,1- PERIMETER PROUtREMENTS: RaoA.1'nts (1)h 3- t, par 501`. along sae dermal.. galiam D. Tete. Ita1 D]11} R.1 Pmwffid T) ams, T tai. (3l Unteg Tree,, 3' cal. Inn. It)Newvea.Y.L DEMOLITION NOTES t P.Ace demaknat,Aa`vege and means. Bfexislirig.tlrutivras,,addcae antl trees as shown on lia, drawings. 2. Bafeea,&-lg amended, vim and axe- Arte to betemare antsw r+sGxe end scope p3 de Inion endsaNaga wcvk. CheaefcreAr, compensaRarz on account d eddNional labor mater Ws or equipineN requhetl tcrdtllicudies dncoanteTad in tldnroTNbn antl saMage w+N dbe r �n+zed 3. Pale t demo alis ,f eml cep nR idPtes andservice Imes Trot requued for cans! Hwnin ehaNdah re4unamanfs WgoWnting auNoNtea admances orbregWRd-atkxts. 4. Erect necessary berdcades. Being andpm'ecirve rcreasures as required 5 Materials anddabdsaxg fmmdarrpA7iretiena beWma Me property of the ntmme, Cctla. Flease remove fd rom site. 6. Remove peWmenK, and struMuresrofhe depths rlmev sW>sfrtith+re. 7 Leave cansedddhr, area dean arbmady N ass byolherhadeE 6. Remove pavement sob -base in the depth Mlha base mi!eard, g. lb rat rtlamag Trees unless rrotedto be remared Aif mea prof Nod 'ces snap bel plaaY pdOrt0aUmlies Any derrcpNsn activities required within Hie dripltrre oIdeas to be saved shBPbe csremlyremcvedbylandlaW, Rapatanytreedamagafcihe Landscape ArChiMct 10. Prror(e baginrxng demWilion COnbador stxNl provbs coverwg57Wezi,Tuy .1-tmertanrateriinglopreventd8magn. AnysdeelamensederhAdio nema0 which 82 damaged by Pine COM75cdor's a Anes shellbe requksdat the CpMr Id"a expense. if. P,rovlde demdworo/uwiidg sdedams as sham an the dnewings. ComWelery coma. Nems IO 6'Nhw grade and raid away a8 refuse. \ VICINITY MAP \ NTS Nmmba,;Cu1v 3, \ n.m 1235 William D. Tate Avenue \ Grapevine, Texas 76051 5 MG / \ Mayor Secretor{ 27 148 \ LIR _ / / \ PLANNING AND ZONING COMMISSION r \ \'l \ _ \ Chairman :beet 7 of 16 ; 3provai does not any okconFl c+ with or h any codes or ordinances, ,t c 1 GENERAL LAWN NOTES f, fine grope axesroachieve final eonlwers inaticeretl on aWaans. T Adder con- In acham, po Tve drainage away horn bdsdings. Parkle unrlorm ronndug ilep tlbdtam o(sboes and dher Neaks in grade. ConctirreguWilvsaWareazwhere Wa mayslaM 3. AN lawn alas Nraceiue solid sed oral De leRNemaxvnumdi`below final/intergra'k. Conme Jhc0ordmffie OpAddaysmIhorwde CnaeRdstbn Manager. 4. Imported ropswl shall ba natural fiiaNe sail It, mgien, Armin As Wand and, Nae from lumps day, ne. acibeamnard rtals, debris, vegetation stones cendara'rg m sett And walk N brow mats" S AN term areas to be fine Seded,ingatim bared- comptala'y PAW,, and finish grade approved by the OwraKs ConaWttearl Manager mA,, afact Prior to insla0 or. 6.. AN rocks Y4` dreadferead Hrgm,, dirt note, atuks,-.We spode, BtG shad be removed poor m pisdng Npsmi and any taws hYheseNn 7 CdGUAct-toll Amodetf')ona inch rferporled)4-1 to ell a-, I, receive lawn- AOO1770MAL INDICATIONS O u=--2' 0bfa00 RMer 'I.*``witlN mW., T dap), wlh steel edging baker M weed banierfa6nc ODecomposed Gm4e. 18'vMlh mm, 3 a-- skel etlgHg6rnkr eat wee N LANDSCAPE NOTES r Conftacto'shAV Wd6'as existing and prOpned site a'e-me ant rw(dy Archllectolanynh-eparoar. Suvey dNa ofens!mg andirons waz sAdmd by than 2. CoNranar shallbc i ail axistktg uMaryroiub Millis'arbnotify ArcNlad NanyttmPict CA+�a�t rshatl exeayse ceu:ian when woArurg in lha norrtty of undergraunld idNtNs, 3, Conbatfo'mspgn5ibklroblaiNrg all requaed landscape andimgmttor, ParmNa. 4 Ca#redorls provifkeminMum 2%.dope away iromall ,setons,. 5. ANpfarJmp beds andlawn areas to bs separeted by staeledgvg Nesleel N betndauedadle,cir i sida-ft aanbs. 6. kagati tys m Am fo be iv,nwda darn a dBh an wxkrgrouMBtrtwrzetis kdgetron system and shall indutle rain antl firem ,Draws. T, AN lawn areas Is be Slid Sod earrome ,, Gm7ess dhenvae toted on she drawings. SMC 01 LANDSCAPE PLAN landscapearchiteci ,inc. SCALE 1'=20'-0' t 0aN Gran 54arx Dewe, re.aa ramp �! id P 9eT+aus 0 10 20 40 E,. q em�v,rae.wm SECTION -00 LAND6CAPE PAR- i - GENERAL I., R£FFREN DOCUMENTS I..rr., o brdL ; %eun.5.m n r 'I'll ecSe_ U XdII-I.tldc r.2 --Pa. WORK slut a n sa d a rt<caI apace, sA . u y of a Me ands. n vrv.n hese o ,Aw. cry .ine: ince x.eptan:c REEERedcE STAkndRPs It to NOTIFICATION OF sOUACE6 AND EUBMITTALa M mnau rata V4a M. Wxxx axm , c, nlc P sen >s Prrn�e. n -r or sa,nrma .oe r m ew I I ly .nix .,r<ma. nan,Is .ye-navr. za c rots xA Iles ra.,,.> E. xa.r aYSls PrdvMa-ay .rsLtla uv•n- I.e. eu v, .eAGfNe,i PART3 � CIECUTION 3.. NEDP A 0 F*R D 6 IrnParr x o np gra TI A dr 7 ' 1 J W h G Se > iQ 4 d +wlssntl g anieaf tt r c s.o e s ef... � pW bd rn.n +ere May are TevMmitY na nvl n c g+bel. rUpo a s these xrmuuagrec.: need ata ata tlf .'21P h' C tf GJOuynuO afeaf l+eea xtl' Ice .5 hr -9 / aetl 'ram I., r.v x kmsVn vur,.Ea r w.. e rill < xs, o-.,1 fame aarrz aC D nater M. -- . nal . 'It -It All llrfmar _ ,11111" L Fe tt�+pa Asa t",I, -crew m If o�e�lo mlxbm�f++w.nw ,rg„a f.'x Por -af ars,Ip brei v'Bx r. nc M1 ens ren Po.rmr J08 CONOITava A 11-:1p Uxl q Hr y lm f c - re 3.' ren n.-nr. ostl �r. I a ., er rs tJ+dwsmr:ed pre , ,.w, n,.. eo e c -0f ,e ad eaPo to al n bs„ye le MAINTENANCE AND GUARANTEE A Mnunnvnce. r ' gk M nmP hr rc ,,r^d gue .v r r,Ia VNm a fc Yn n .uu z xf w.n a N I M U Lao ut« a �d ri'.C'la 4 dull Y bare rsmt riotµ t Pt ! Can^eeFp v e ce <w. ea to e. Gvaarnee <Le re Mn trIt Ttt s -. .a v Ifxrt as fM1oee nh 1-0 1 At rn& n ,mace 'M lred.s. ..<.na ged ea ro.n,l ce..,ern . pe rrdas.fr a” +U I•n fa lxr..rvvew u-.xn 1 ao .h a eros nraanx E.n,m,gam'., revcr ,0.h ai..da a. pr rItitl. n:.: a rJ a rvrtT srnxrms ¢a .,e,wn. 1.111 11 a,am <wo OY-ecvP iO va e,.P aECn. .s k C. AMY 1 ul Jay aXer wig wealtnv a Use aIn91Y �x ,.T OUAeiTTA smfa NCE 14-1 ++e mef� <.wea �a a. as va ,o.a e=a<ep la Yarg ex i n sde qr ea+n <(- it f+e P.a sae roll anam am w...Y a.Va grm. Na ce a.n tqn _Intuis brae riz -Dud va v, y end RPR , sM naod,,uv 1 s PRODUCT DaUVERY. stoRAGE IND nANDUNG 6dkr•ar O0µ fL ran+anre frac v.,I mev+bl:'r� v:nP O.a []eNver c:.. y a d'f a b. oAd Eal st,aVe and P c CI r P 1 .eras. of W vs. c.f y H . Y. I.v fe _ori. 1,1 z4 el tldvPR-. rat s e es J I"It11 Ie r W. epantr.I :art odea x n ill -I, I c0w..ex PART2 PROOnCT'a It ILA - n rxd nbtle las. r .,wx. ng 91 aura Ptp.. as ^b Tfa Mu..sa a6'. aalauonatmdaTmro- ens nsNe aDga ann alYac aex:ew ceo scee e, ae•'a , atm .xsa It- I, -Pccnm r. rr Z11 Y:roppdd :.� hen s M asurea se (¢! >U ed abaa ha I serol f. ewe o r r -.s of un. F. Pr tl. Y hPP sha.bb h=RpN SPA C B a M 1— —GG ..I— INAn WI-. PAiiERNAS SWrHN. 6PACEa EO Wlln FROM[�rea ONPTWIiAt ST. TMULCHCDII& nfSllE wCOD M0.Cx , aED dat"t / PIAkIwGoaaaMICOVEWANNUAIs `I/ C \ � `UI P F/! I f'AEPARE r4ux;rcDxrv01 ` `` \\ \ HrnarrRt �p I mE ear Mx Asa rro< uxescAP= s Na.EATrcels . 2.2 SOIL PREPARATION MATERIALS Oqa rural day nealn labatory ler Arghe ofwr bo 11 t �e o>.w. mesa. J a fw�wi- � .xara:k, zo caryc., vi,a,ux. ter a. "ar na C dMfa< p, Ore u, l "I Pitars Nd '4y so hlvn5 SYs,.. n' .nxa .cera ex. E trv. r 1 r ep a.i. -u" ............ Lvxg ra<od uyy,aW uY iai .. tici uarealofaa.- pine �poponcdru r alit aW ��ea mila.e atnex ° nal Y .,on c,x s v ec r re Rae 1.. OELeAN[O E lS 13 n a.en f ! SI a.Iw ry x, hnP s.F rr - xa ve. nnvr, .'.r..<,ru z fz anr9v e , .n.n na .u« e craw ..n.. nal ap,a amvcl a edea r r, o II..n G Irt,I ,y fnan+uf sPo"I, R� Co f > S,aC er approved egrA ti SHRt)u'a Akp CRCUr@CRVER ftEFHxiD Pt,W5PoRP1Fh rnES nee, ED SDl MIX PER fl.tt(fli5 1.Yawacus-Iii 0.a Ol-ra .a RCP Ia -c- An �✓ �� �SIpEYNH t I T S 02 GROUNDCOVER PLANTING DETAIL SIDEWALK! IAULCN DETAIL knrrGscA.E 03 steN almgsklewaRs NOr TOaCNE ftG aTlgq .Et Etrs'm � f1;y' i r tum A%IML'M .wore: W steal ED YNcro seNsuu.n AI.CrMsefewA',xs STEEL EDGING OETAII lt't x0Y tO6CSLE SPACING PER ,yy4r.,, nNux ram DEPiN01g SOIL TO a". SQL T-ru-NDI ({G SHRUB PLANTING DETAIL ��� xor roscuE 11 NII, D I_h ch'riI A ,-Number: CU19-37 -cation'. 3235 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary iiat2: PLANNING AND ZONING COMMISSION Chairman Date: sheet 8 of 36 approval does not authorize any work In conflict with any codes or ordinances. N PAA ,1FN! t rOrC>'MFh S_fiv,CE$ MAINTENANCE NOTES 1. The oame, Porters end char spie, If any, ehau III, Andy and savedi -810, far, Ow Maddlenstee d at( laaxlscepe. 2. As 7andsnapa ahauce m2iwa ed In a neat ii vde0Y It—of cep rimes. TTus cash Ind da mowing. edging I vning, k1fil"ing. A.WM,, weeding and fano such AdNilies common k lendacapn mainterla t a. 3 AR Wadacape eras, shill be kept heµ o/ Gash, user, weeds and other sfmh mateag or plants not pad p,'Mw plan. 4. AN pledm 1,9ar3hNl as tPedtainad hI a heathy and growing eatdaw es a PPmPaa for Ne season tithe Y- 5 ANpfant-sielal- dasdiaN be rePS.D rv4f: plan)malea of equa(or beher esko 6. canfrader shall pneshes0p&ek bid proposal for ma yea's msolenalle to begin after fire amyplance. SOLID SOD NOTES f, Fna glade auras N ad..final ovIcars mangled, Leave areas to neper, lop,,w 3' bebw t ol eesided®rade in Alai areas and I'babA final grade in e,yereas 2 Agaal aukoers b sudes. pusilrvs drainage away from bi lbrll.Provide Nei,, p roadat ease edbolam.1skpes add dfhevbreses in 1. Carted s,"",eg"s A. meas where avatar may stare 3 AS lawn auras to.re6eA'sehil sad shall be lel ul amatiraum d l' hates r' fcriedgide. Cateadw b eeordnare upoernns ARh .,Na Cares Cb Manager. 4. Conhacdw ro cwrdinafe add ansae Cade ion Male9or fav -µavid, o-' exlsling topsoil 5. PWM sotlbyeadrocoveriMkted eraamm(uelaN- tnsweadgescfdae era tOdehirg. Top desejoinh byheM AIM (opsapta fid `.oitls. 6. Roll grass areas to 9chieve a-drPh, even ate.., Irea ham—ndaw unduialsoa 7 Wata, sod Mmnu9My a a sod operffiiw progresses. 8. CmGadorstai aA11 aL fawn areas until (n>Bl ecceplarrc.'s. This shale 6aiuds, but nM f(mhsd lo: —IgAsfedng, wvadng, c'N veng, de -g and ze-19 dead o -• bare areas ID keep piarlr M e vl , heathy —dean. 9, Coneadar sbak guarai estwhslartad Of en accaptev, red area and shau provide mplac w from local svpldy Bnero le 10 Orn egues, access between September I and March 1, of sod areae to be seeded AIM waID, Rysgaei at a is It (4) pcunrfs per urn Pwasend V000) so -reel. LAWN REPAIR NOTES t. As;- areas dalseed during-sai le be rep -dart solid sod and reked hes casbus. 2. Adjust damaged artas t0 ash- posrGve dei away Gam b-idin9s. Pmvlde artarmr eev at tap end bisI m If e(o(»s add t,01, 4xaks I grade. c«redr dedessearlearaa:wtesAstarmaysrald 3. As areas to ba repaired must be derail by hand to rover area-detely. Insure edges ofsadera fwding. Top emulates by hand vnth eamposl to 5g ufds 4. Rdfrepaired auras fe achieve A smmlh, even slMace, free From-secrat smr undulanens. Iandscal)e a lhil&cis, Inc. ,TOa N. GdNn SaIEI Dales,, re.a: rszoz rd z+aaTf ansa Fa. zuzn,gss Emmi mwMamraam�b ENGINEER: APPLICANT: BURGER ENGINEERING, LLC CNICN-FIL-A, INC. 5200 BUFFINGTON ROAD 17103 PRESTON ROAD, SUITE 16ON TEXAS REGISTERED ENGINEERING FIRM F-12997 ATLANTA, GEORGIA 30349 Gp{{[�t 75249 PNo.: (404) 765-8000 CONTACT: OEM TNOMASON-SANDERS T iV 6HE:{(9 GSO=3S60 COrmte$Ep8xy46��i, �. 'THE" EMAIL: GETRA.SAN0ER30CFACORP.COM EMAIL: EN INEERINC:CDM 11 NII, D I_h ch'riI A ,-Number: CU19-37 -cation'. 3235 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary iiat2: PLANNING AND ZONING COMMISSION Chairman Date: sheet 8 of 36 approval does not authorize any work In conflict with any codes or ordinances. N PAA ,1FN! t rOrC>'MFh S_fiv,CE$ MAINTENANCE NOTES 1. The oame, Porters end char spie, If any, ehau III, Andy and savedi -810, far, Ow Maddlenstee d at( laaxlscepe. 2. As 7andsnapa ahauce m2iwa ed In a neat ii vde0Y It—of cep rimes. TTus cash Ind da mowing. edging I vning, k1fil"ing. A.WM,, weeding and fano such AdNilies common k lendacapn mainterla t a. 3 AR Wadacape eras, shill be kept heµ o/ Gash, user, weeds and other sfmh mateag or plants not pad p,'Mw plan. 4. AN pledm 1,9ar3hNl as tPedtainad hI a heathy and growing eatdaw es a PPmPaa for Ne season tithe Y- 5 ANpfant-sielal- dasdiaN be rePS.D rv4f: plan)malea of equa(or beher esko 6. canfrader shall pneshes0p&ek bid proposal for ma yea's msolenalle to begin after fire amyplance. SOLID SOD NOTES f, Fna glade auras N ad..final ovIcars mangled, Leave areas to neper, lop,,w 3' bebw t ol eesided®rade in Alai areas and I'babA final grade in e,yereas 2 Agaal aukoers b sudes. pusilrvs drainage away from bi lbrll.Provide Nei,, p roadat ease edbolam.1skpes add dfhevbreses in 1. Carted s,"",eg"s A. meas where avatar may stare 3 AS lawn auras to.re6eA'sehil sad shall be lel ul amatiraum d l' hates r' fcriedgide. Cateadw b eeordnare upoernns ARh .,Na Cares Cb Manager. 4. Conhacdw ro cwrdinafe add ansae Cade ion Male9or fav -µavid, o-' exlsling topsoil 5. PWM sotlbyeadrocoveriMkted eraamm(uelaN- tnsweadgescfdae era tOdehirg. Top desejoinh byheM AIM (opsapta fid `.oitls. 6. Roll grass areas to 9chieve a-drPh, even ate.., Irea ham—ndaw unduialsoa 7 Wata, sod Mmnu9My a a sod operffiiw progresses. 8. CmGadorstai aA11 aL fawn areas until (n>Bl ecceplarrc.'s. This shale 6aiuds, but nM f(mhsd lo: —IgAsfedng, wvadng, c'N veng, de -g and ze-19 dead o -• bare areas ID keep piarlr M e vl , heathy —dean. 9, Coneadar sbak guarai estwhslartad Of en accaptev, red area and shau provide mplac w from local svpldy Bnero le 10 Orn egues, access between September I and March 1, of sod areae to be seeded AIM waID, Rysgaei at a is It (4) pcunrfs per urn Pwasend V000) so -reel. LAWN REPAIR NOTES t. As;- areas dalseed during-sai le be rep -dart solid sod and reked hes casbus. 2. Adjust damaged artas t0 ash- posrGve dei away Gam b-idin9s. Pmvlde artarmr eev at tap end bisI m If e(o(»s add t,01, 4xaks I grade. c«redr dedessearlearaa:wtesAstarmaysrald 3. As areas to ba repaired must be derail by hand to rover area-detely. Insure edges ofsadera fwding. Top emulates by hand vnth eamposl to 5g ufds 4. Rdfrepaired auras fe achieve A smmlh, even slMace, free From-secrat smr undulanens. Iandscal)e a lhil&cis, Inc. ,TOa N. GdNn SaIEI Dales,, re.a: rszoz rd z+aaTf ansa Fa. zuzn,gss Emmi mwMamraam�b EI DI C B AI A 1 3 1 x ` r SIGNAGE BY OLNENS fro. FRAM NG I- I $.,.,ED arTO.60LDIER tI�" �- cI r -.. _. �. G21 .. ... 1 G21 3 � \y Ga, G21 1 J WATERT BLE 6 gu ,R" k �0 V8 E'-0" 4 61/8• k2>g" al. Ga" E 9'-0 8 as yr D4 FRONT ELEVATION -NORTH NOTES: -"'--- - " '—'-- GLAZING TO MEET ENERGY STANDARDS: _FRONT ELEVATION NORTH SHGC: D. 28, VT. 0.54, U -VALUE: OAR MATES ARE IS.FTL AREA PRECENTAGE -RELL2aw DOORS TO MEET ENERGY STANDARDS: BRICK (B al 6a2 e% sHGC: 0.69, VT'. 0.86, U -VALUE: 0.86 6 ORE RENT GLArR�'C 2 1a% ELEDraK:AL Ebu+PrneNT __ __ asc GROSS AREA: 4890 SOFT BOOR 24 -2% TOTAL . ( ea, — ,ams WHITE PVC ROOF TO BE UTILIZED. IiURIZONTAI FAOAOE LEN ,TH =48'-0" THESE SHEETS ARE INTENDED FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION. --- -- FINISH SCHEDULE -EXTERIOR -__.._LO1-- MARKI OE6CRIPLION MANUFACTURER I MOCEL NAb£—=MBEP J 0.- P, IC�ANOPY RHIG NI ACME BRILK C NOP METALF 9 M _ - _ -- bOOULOAT—_— _ on ROOF -AN DC, BST. 3 S ONZE LL Rn 2— C-,— MeTALD'ECK - PARAPET WALL COPRG bURIXUFASTI EXCEPTIONAL METALS Numoer:CU1837 SMOOTH "Du DA TEOHGHGLOSSO _7 -- -MIDNIGHT BRONZE MA E) 'T 10a E%TEP OR PAINT SHERWINWILLIAMS SgE L HICK PERFORMANCE SW NT RCOKWOOD REFUSE NCLO5URE. FINISH. AREA (60 FREA PRECENTA6E 'L ACRYLIC RR&aa60 SEMIGL ,SB ON IGOR FRAMES. 7-113 _ E—RIORPAINT SHERwINtMLLIAMS SHER-CRYL HGH PERFORMANCE ACRYLIC YRS6350; SATRI ce, ALLS OARK BROFQE FINISH St MtGI '6 TAY- STOREFRONT YKK VE5 15 ' ADARK AA.TTERONZE _ RE' NATIONAL ACCOUNTS & GW2 DRIVE-THRU ELEVATION -EAST W �C F � lhir t;Id - UJ Numoer:CU1837 r. atiom 1235 William D. Tate Avenue i DRNE-THRU ELEVATION -EAST Grapevine, Texas 76051 -- f TER1At3 AREA (60 FREA PRECENTA6E V K;Ki a FSR#04480 Ft5¢E. lS(ALL �'. R[LFAtF. v2 1908 '. � _ � ORIF GLAZING z0� I EC.FEALEQUIPMENT _- Mayor Secretary Drs 1+ '% ogee: {OTAL OR20NTAL FACADE LENGTH - 12f'b"1e I � PLANNING AND ZONING COMMISSION Chairman Date: Sheet 9 of 16 f 4 .Approval does not authorize any work in confli..I j ith any codes or ordinances, I _PtP. a[NTCf n tF lPnfi?4t ...t'ICES 4 3 Y 4� E r ,. I L7 I r 1 } Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 MAYBE & AsSOC1ATESJNC. I� Bd1en PXa e: 9t�35.A I (BTil3aeo t9 D C l-_ eax A �Uj PERMR SET �%< - Ra,9a5a 3E PM H 'F'wN Ev Desrener j Uj CL EXTERIOR ELEVATIONS me H:a-302 ® W U. UJ e W Z .> WMz <W _ a _j CL a V (? FSR#04480 Ft5¢E. lS(ALL �'. R[LFAtF. v2 1908 '. REVISION BCNEbUlE N& DAM bfSCRIlubt _ � l-_ eax A �Uj PERMR SET �%< - Ra,9a5a 3E PM H 'F'wN Ev Desrener j Uj CL EXTERIOR ELEVATIONS me H:a-302 I r `5 - ENTRY ELEVATION- WEST .zl N."Iber..CU s-67 Location: 1235 William D. Tate Avenue Grapevine, Texas 76051 E I _—. _ tW .1% l 0 %, W p ONTAL FACADE ENGTN�12 Mayor Secretary EF (� > W iPLANNING AND ZONING COMMISSION JZ C /L— — _ .—i —.6EE. 6UA 602 — -„ y� sheet 20 of i6 App raval does not authorize any work in conflict O. SOt ',. with any codes or ordinances. ! ^C�`t �T O: TIEW I OPMFNTS`RV:CES «, a i 2 aeRM11 scr — --- 11rnrz a.o. GANOPra mawR Ev _ EXTERIOR ELEVATION -303 i t EI O TI SLAe�Y -0' J 11116":. tt'4110" B4- CO2GIiLBOXINSTALL ItN 1UITASTENEPg- CAPD READER BY SECURCY ANCHORED INTO MORAR RE'. LIUMBING - - VENDOR -REG ELECT ®q REAR ELEVATION - SOUTH 4Ira _ =ru REAR ELEVATION -SOUTH NOTES: WATEMALs aREA(9d�__ AREA MELCENTAGE i— GLAZING TO MEET ENERGY STANDARDS'. BRICK MRIL _ H. — aJ% SHGC: 0.28 VT: 0.54 , U- VALUE: 0.46 sroHEFhoNr GLAZING__, a ___. ?%; DOORS TO MEET ENERGY STANDARDS: G__ TOTAL _ — SHGC: 0.69, VT: 0.86, U- VALUE'. 0.86 HORIZGNTAt rncaDE LENGTH = aa'a GROSS AREA: 4830 SOFT WHITE PVC ROOF TO BE UTILIZED. THESE SHEETS ARE INTENDED FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION. ENTRY ELEVATION - WEST Iva II -A I ENTRY ELEVATION- WEST .zl N."Iber..CU s-67 Location: 1235 William D. Tate Avenue A IAI.e _ '_ AREAi5G6Tf_ AREA PRECENTAGE B,-1, 980) '- IM azx Grapevine, Texas 76051 TICK 1aR.a}� J88� 66% -FFRCNTGV I -- a.._ I _—. _ tW .1% l 0 %, W p ONTAL FACADE ENGTN�12 Mayor Secretary EF (� > W iPLANNING AND ZONING COMMISSION JZ C Chairman M sheet 20 of i6 App raval does not authorize any work in conflict FSR#04480 E-1: LG TALL REEEaSE. v2 1900 EYISbN& HEDItE Nk p9T_€ mgfr1JmN i ',. with any codes or ordinances. ! ^C�`t �T O: TIEW I OPMFNTS`RV:CES W a i 2 aeRM11 scr i Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 MANSE S ASSOCIATESJNC. 001 Cum n@. $aN5yN5�I � .'0 38sm ­m')ae6rs j kvrce.uaywasmoar�eor f i II20Is 4.5, 4e PM ® W 4 U. W p ® W EF (� > W uf JZ C M FSR#04480 E-1: LG TALL REEEaSE. v2 1900 EYISbN& HEDItE Nk p9T_€ mgfr1JmN i iB0a0 W - aeRM11 scr 11rnrz 4:-' mawR Ev W a EXTERIOR ELEVATION -303 i . _ -- 1.4 EARTHCARE PREFINISHED TRIM SURROUND GATE PULLS AS APPROVED SYOWNER. GRAYNDK:ATES PAWTPTRN "IIS DRAWING. TPF' III — STEEL PI. ATE AND NJC,HORAGE 1• DIAMETER STEEL. DROP NOD I B`IONG DROP ROD GUInE EART1IGARE I EF W ISH£O III TRM SURROUND t DW EER GRILLED HOLE I D C ETE CRN_. VERTICAL EDGE OF CONCRETE SLAB --�—.` Br.HIND s BELow care ` - < Irl-EXPANSDD-NT RE-VIL t LINCRETE DRIVE RE-. DNIL SEF USE ENCOSURE DROP ROD J -D DETAIL, A3 N TS.EF 3 IE MC . -sp IVatt ILS, ( i:l�k-Iii-q Location: 1235 W Iliam D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Bate: PLANNING AND ZONING COMMISSION Chairman ate: Beet 11 Of 16 Approaal does not authorize any work in conflwt with any codes or oo le.no- IEpARTh4 N11 (1FIlE`J.t P'v^CRi „RVICf.S E..AMPERE. EDGE CONCRETE SI- I--. (RE'. STRUCTURALI —SLOPE FOR DRAINAGE RE: PIAN LINE DF FWISHED GRADE.RE CML -- it' -s tlY POST - STEELPIPEGATE rk Fri°• Z p �; T93tA � -\ IF OF EXTERIOR BOND BEAM- N � f PIPE H SOLLANfI u FSR#04480 BuiLMNC TwEI L5 i REItnsE. r?_eB 08 ' REVISIDk SCHEDULE i NQ, RAIL kizamEow 1 • m1 T REFUSE o � J - OF INTERIOR BOND B_EA4" 7 4 \7 TOPOF INTERIOR BOND BEAM' , /AID - i._TOP I TT 'C PNEFW SHE. 1. PLASTIC EEN (EART UMBER (EARTNCARE PRODUCTS REFUSE ENCLOSURE/ STORAGE ROOM NOTES I �M1 t WEATHERED WOOD)ATTACHEDTDSTEEL .UB'11 RANT . RE. PLUMBING K _.. 7'4 j I BOARD PAINT HEADS DARK BRONEF Q s, `P-0Ire �'.. 1 T5/B`. n �Ac_..... s".IV WALL F^L i DRAW OPENING Atp31 6ELow 11-311 ... D4 REFUSE ENCLOSURE vr= r -m - PLAN . _ -- 1.4 EARTHCARE PREFINISHED TRIM SURROUND GATE PULLS AS APPROVED SYOWNER. GRAYNDK:ATES PAWTPTRN "IIS DRAWING. TPF' III — STEEL PI. ATE AND NJC,HORAGE 1• DIAMETER STEEL. DROP NOD I B`IONG DROP ROD GUInE EART1IGARE I EF W ISH£O III TRM SURROUND t DW EER GRILLED HOLE I D C ETE CRN_. VERTICAL EDGE OF CONCRETE SLAB --�—.` Br.HIND s BELow care ` - < Irl-EXPANSDD-NT RE-VIL t LINCRETE DRIVE RE-. DNIL SEF USE ENCOSURE DROP ROD J -D DETAIL, A3 N TS.EF 3 IE MC . -sp IVatt ILS, ( i:l�k-Iii-q Location: 1235 W Iliam D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Bate: PLANNING AND ZONING COMMISSION Chairman ate: Beet 11 Of 16 Approaal does not authorize any work in conflwt with any codes or oo le.no- IEpARTh4 N11 (1FIlE`J.t P'v^CRi „RVICf.S E..AMPERE. EDGE CONCRETE SI- I--. (RE'. STRUCTURALI —SLOPE FOR DRAINAGE RE: PIAN LINE DF FWISHED GRADE.RE CML -- DOUBLE GATE WITH P(YEFWISHED 4 LUMBER E Tb Fri°• Z CURE T FAME WITH THIRD BO (H))WSS3SCAT WEATHERED WOOD) SECURE TO STEEL FRAME WITH THRU BOLTED D) OpRRIAGE BOLiS-d PER TRIM BOARDPANT HARbS MRK BRONZE. TYP '•, ---------� TOP CWHEETHERCTORE STANDAR. oBESPFACE CMu. TOP OF EXTERIOR.BOND SEAM. ALL OTHER COURSES To BE SPLit FACE G.U. TOPOF OF EXTERIOR BOND BEAM- 12'E ill" y 2E.— PANELS 'I PAINIER STEEL POST CAPS ('POC) PAINT P1. COLURHINGES(TAPBADD GIkEASEFRTINGSATEACH LOQ. l� M C4 r ; HAWTINGREASE HINGES AFTER FSR#04480 BuiLMNC TwEI L5 i REItnsE. r?_eB 08 ' REVISIDk SCHEDULE i NQ, RAIL kizamEow (Z �' I TUBE GATE FRAME- PAlM +rz PAeaTED STEEL PTB J - OF INTERIOR BOND B_EA4" 7 4 \7 TOPOF INTERIOR BOND BEAM' 1 i._TOP TT 'C PNEFW SHE. 1. PLASTIC EEN (EART UMBER (EARTNCARE PRODUCTS REFUSE ENCLOSURE/ STORAGE ROOM NOTES 1 t WEATHERED WOOD)ATTACHEDTDSTEEL -t " IN THE ARCFIITECTURAL IXiAWINGS, REFUSE ENOL S RE AND MAIN SHSLABATD'p' BULDMG ARE BOTHWILL FRAME WITH THRU BOLTED CARRWGE 1F 4 FTRIM _.. 7'4 j I BOARD PAINT HEADS DARK BRONEF LEVEL Aii,SII DROP RODS BEYON. A+y REFUSE ENCLOSURE ELEVATION _. GG sra• • ,'.m t 2 + ffI I III ,i'9 I 1.�[- I� I _ �� I lei LEVOELj LEVEL 1 I jH�. 1 G+4 REFUSE ENCLOSURE ELEVATION �/]] REFUSE ENCLOSURE SIDE ELEVATION { i F / GROUT BOTTOM TWO COURSES T SOUD,TYP 0.N. EXTEND GROUYwG A9 k t, DOWNWARD INTOfVOTING SHOWNON STRUCTURAL 6-PPEaOPAINT GATE PO5T i �k INtAWMG5 5; FOOTING -RE: STRUCTURAL BEYOND PAINT PTA --- _ � - ilY E%PAN610N JOWi 'i GATEPANEL— SPLIT FACE. U - Co.— STAB, qi,a STORAGE RM FLGOR Y W RE STRUCT. LEYELI F h + r`' CONCRETE PAVING '!7 . _ -- 1.4 EARTHCARE PREFINISHED TRIM SURROUND GATE PULLS AS APPROVED SYOWNER. GRAYNDK:ATES PAWTPTRN "IIS DRAWING. TPF' III — STEEL PI. ATE AND NJC,HORAGE 1• DIAMETER STEEL. DROP NOD I B`IONG DROP ROD GUInE EART1IGARE I EF W ISH£O III TRM SURROUND t DW EER GRILLED HOLE I D C ETE CRN_. VERTICAL EDGE OF CONCRETE SLAB --�—.` Br.HIND s BELow care ` - < Irl-EXPANSDD-NT RE-VIL t LINCRETE DRIVE RE-. DNIL SEF USE ENCOSURE DROP ROD J -D DETAIL, A3 N TS.EF 3 IE MC . -sp IVatt ILS, ( i:l�k-Iii-q Location: 1235 W Iliam D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Bate: PLANNING AND ZONING COMMISSION Chairman ate: Beet 11 Of 16 Approaal does not authorize any work in conflwt with any codes or oo le.no- IEpARTh4 N11 (1FIlE`J.t P'v^CRi „RVICf.S E..AMPERE. EDGE CONCRETE SI- I--. (RE'. STRUCTURALI —SLOPE FOR DRAINAGE RE: PIAN LINE DF FWISHED GRADE.RE CML -- W T BE GNIL S O -_ I- a MW CR 3 ED III ^ III III Fri°• Z - { jP NATION — -EXPANSION STRUCTUFAL- p� REFUSE ENCLOSURE BASE DETAIL Z -RE. p.i REFUSE PAD AT CONCRETE PAVING DETAIL 12'E ill" y 2E.— PANELS 'I PAINIER STEEL POST CAPS ('POC) PAINT P1. COLURHINGES(TAPBADD GIkEASEFRTINGSATEACH LOQ. l� M C4 r ; HAWTINGREASE HINGES AFTER FSR#04480 BuiLMNC TwEI L5 i REItnsE. r?_eB 08 ' REVISIDk SCHEDULE i NQ, RAIL kizamEow (Z �' I TUBE GATE FRAME- PAlM +rz PAeaTED STEEL PTB J - 6 DIAMETER PAINED STEE POSTPAINTPT-e 1 1 rz-t2"PAINTED STEEL ANGlESPAINT PTR TT 'C PNEFW SHE. 1. PLASTIC EEN (EART UMBER (EARTNCARE PRODUCTS REFUSE ENCLOSURE/ STORAGE ROOM NOTES 1 t WEATHERED WOOD)ATTACHEDTDSTEEL -t " IN THE ARCFIITECTURAL IXiAWINGS, REFUSE ENOL S RE AND MAIN SHSLABATD'p' BULDMG ARE BOTHWILL FRAME WITH THRU BOLTED CARRWGE 1F 4 FTRIM VARY D1UALFINISH SLAB HEIGHTS WILL VARY BETWEEN MAN BUILDING AND pEFUSE FNCLOSURE, REFER TO CML FOR ALL FINISH SLAB HEIGHTS. A j I BOARD PAINT HEADS DARK BRONEF LEVEL Aii,SII DROP RODS BEYON. A+y REFUSE ENCLOSURE ELEVATION _. GG sra• • ,'.m 2 + Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 MAYSE & ASSOCIATESJNC. I ( i I ppeae+oP�RP. s�. sU. eery PAanc(vei ieodd3B U_,F313B6• o ...w unNAs�Paaxi.�n p£D Aq W d * I Py 4Tf1 OC SE+ IZG f2p1e D:32',ds AM W J d LL W T W Fri°• Z F� W Z W /� LOQ. l� M C4 V I FSR#04480 BuiLMNC TwEI L5 i REItnsE. r?_eB 08 ' REVISIDk SCHEDULE i NQ, RAIL kizamEow sBoo FP 9 AM DRAWN BY LL REFUSE ENCLOSURE NER A-103 _LEVEL 1 AV o, -d• �p E ELEVATION A2KT­0,fzAGE RCG­m 2 1A Ft---------------- Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 !MAYSE & AsSOCIATES)NC. A. P= 01I.D.. 1. WS — " Ts LU U. P Lu IR - (0 Z 0X > �t uj L) W z (L J, W C14 o H FSR#04480 "LEASE q -,S a. tIffmatlu R1 PATM, ,8030 Uj ry-Pon EST tiiATE 45439 P. —.1 DMI,­ uj STORAGE ROOM EL A-105 7 FtNGMEMBRANE VV AT WALL .1.. BLCCKONE COAT OF PRIMER A ONE COAL EPDXY PAW To WH RE P -11H. .,.Be KID ON RoLof PECUPE, - RE STRUCTURAL -,ED AN— I'D RAPERS - BE ATILICTuRAT ON IB- Cox PLYLVOOD CEILIN., FAST IT -1A EX I STORAGE DRIP CAP (MU BOND SCALA E XN- E. -HE STRUCTURAL E I CS NC COAL 0 PRIMER & LINE COAT PT 1, 11 INSIDE TDIE ROOM I, OF UACASR ROD tl ­T,TY1AU I 11ALAIT CONCRETE SIR - ED E.T­ - P D A—E R IT SOLD ja EXPANSFIN -1 -RE'. STRUCTURAL METAL 'EAKE, OR S 'EA"' PT ­B� 1' REAL P-11NIEFTE E REFUSE ENCLOSURE DOOR 14FAn ITIPTAII El L.-SCED. ED: STRUCTURAL " TURBINE ROOF OP RD ­ VEN 'N OATOR B—IFFOX.. BLET—To BY— P"v", 'ORAGE ROOM SECTION STORAGE E2` T�LJ B.C11- SEBUNNAND IG 0 NAILS Al 6- OC, I EIROKIN. ED E1R­UIIA1 XPECE RRTA, .11 SCER, SLOPE DARK PROWE v 4A JOIST ANCHORAGE -RE. SPLR FACE CMU 4 HOLLOWMETAL A-105T-t HE: ...... FORSHELVIFIC AF ­10CUNIG DBORT F-- ­ N1Y*AmEA RAFTER F HADDLE PLANK PA Nr COLOR 11 H . ­ PAINT-- P SINUCTLHAT —PLAII.TOP PLATE A 1051 a.. a— -FE STRUCTURAL D STORAGE ROOM PLANMENT -11—T 10INT PROFIT SOLID 3 ANCHLLNS PER ©q ED E1Ec1URX` SEALANT TYP ALL BERFS- CONCRETE FILLED I REINFORCED DELL EnRUCTpRAL REFUSE ENCLOSURE DOOR JAMB DETAIL D 1 D2 REFUSE ENCLOSURE DMELEMGE­ EE 1RewC`BT`I.EUPS­ PREF NISI ED METAL COPING LDARI BR .1) wk PER AT 48'O.C. ENCLT-N Y IDC RC.1 —ROTOR MEMBRANE BY DUNC-ST A. PLATE ­NUOUS SLOPE CLE. Ei COUHERTO­R LCUTLE ..uB." .0UPERT08ESTABOARDFACEDMU THEN COUSLOSTO BE SPLIT FACE END, —COURBEITY.'NT�A R`.'1'A_ -u- ALL OTHER CoURBIENTO BE BILIF 1EXID TOP OF EXTERIOR BEAM STRUCTURAL. T OF EXTERIOR BOND At "u I 8.0p 8, TOP OF INTERIOR BOND BEAM. 4 5' RONDBEAM RE STRUCTURAL Acc_ FIT TOP OFINTERIOR 80 1) EmUTU­ T 4 SELL FACE CAD < RAFTECE -RE STRUCTURAL c CELL ING-PAINT PIT A El LEVEL I C2,..=,,. REFUSE ENCLOSURE ROOF EDGE DE- 'Aims C1 ase Number: CU19-37 1—anon: 1235 William D. Tate Avenue Grapevine, Texas 76051 TOP COURSE TO BE STANDARD 1-1 CMV ALL OTHER COURSES OGBISPLIT FACE CMU OF EXTERIOR BOND 13E - GROFFIS07TOMTwOCCURSES EOLIDTNE AND -END EPQUTNG AS QOWNWARD I Mayor Secretary TOPOFIN TERIOR BOND BEAM INTU FOOTING SHOVIN ON STRUCTURAL D.—. T - 4" FOOTING - RE. STRUCTURAL Date;_ If 11-CX1APS.N1.W PLANNING AND ZONING COMMISSION ET 'IS SPLIT FACE CHU OCINCEPTE SIAS LEVEL I dl, RE STIETACT Chairman IEVFi+- — - — - — - — - — - — [)are:__ `.1 11HEI Q of IS STORAGE ROOM -BACK ELEVATION B4111. LINE OF FINISHED GRADE -RE DEN authorize any Approval ImB, Hot a".e any work in C, I �r` with any codes or ordinances. li B2 '1R'MtNf OF ,,,Fv rl� IVIL� REFUSE ENCLQaUftLf STGRAGE R00M. K�`E-, I -NTIAEARCHRECTURALQRAWNGSREFtISEENCLOSURCANDMAtN BUILDING ARE BOTH NOTED wFUH FINISH SLAIE AT BTL, ACTUAL FINISH SLAB HEIGHTB WILL VARY BETWEEN MAN BUILDING AND REFUSE TOP COURSE I—ESTANDARD FACE CMU. ALL OTHER COURSES TON1, SPLIT FACE OM11. ENCLOSURE. REFER TO OVIL FOR ALL FINISH SLAR DWITS, TOP OF EXTERIOR BOND BEAM TOP OF INTERIOR BOND 7 - 4" _LEVEL 1 AV o, -d• �p E ELEVATION A2KT­0,fzAGE RCG­m 2 1A Ft---------------- Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 !MAYSE & AsSOCIATES)NC. A. P= 01I.D.. 1. WS — " Ts LU U. P Lu IR - (0 Z 0X > �t uj L) W z (L J, W C14 o H FSR#04480 "LEASE q -,S a. tIffmatlu R1 PATM, ,8030 Uj ry-Pon EST tiiATE 45439 P. —.1 DMI,­ uj STORAGE ROOM EL A-105 EI ®2 DRIVE-THRU ELEVATION - EAST N.T S. .r. -.r.... r,.•. i I�i:. r .,. �'ry .... W .. .,.... �� .�..,$ i" i+rvr .. ,. .,�..., S .: �P..,. .':. .sty G` ,. .,.,:1 ,, _. -_____ P"D15TAN::E --` I HEST PROPERTY UNE. E T.O SOLDIER iJ'-0" SIGHT lINE56ASED ON taP'P'OIBtANOE -- - - -!, 0'-0• HEIGHT TO MATCH FURTHEST PROPERTY LINE, B.O. CANOPY 8'-B• ROWLOCKIe" TO SLAB P C2__ +2tm•= t'r C ID TO FRAMING 26i I" ---- -`-----------". B O CANOPY B.' 6 WATER TABLE T-0• �r sLAa m B FRONT ELEVATION - NORTH O2 +re" — C' Nance: F v Case Number CU19-37 Location: 1235 William D. Tate Avenue - -- - — - -- -- Grapevine, Texas 76051 I Mayor Secretary 8 Date:_ I VtANNiNG AND ZONING COMMISSION I Chairman Date: I Sheet 13 of 16 approval does not authorize any work in conflict with any codes ar ordinances. LINES EO ON 160'+Y OIStAN(;e. EIGHT i0 MATCH FURTHES(PkOPz.E tY Is:: A A2 REAR ELEVATION - SOUTH G va• t. -u 4 ',,. 3 2 1 i i i �• i Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 MAYSE & ASSOCIATESINC. 1�. ppa8��8t��aunen p. Sal)o$�85m} j PFmv(�1�08fibM Far 19TFt]06LSX wau.Bq,eAasmaMa.m�. I y1G,PE•w.wARch, �I. 9Tf OF at�� y 111II2P14651.62 AM ' ® W U. W e' d e w ZU> G` W LLF z CL C� V FSR#04480 B,BIrE Le,Au B'ctFM1EE. 2 1900 S4 P6L Pf5L97EIl4fi 9(Ya0 IFP 3T AIA PRM1wN e. a DaNc�r ,. USCREENING DIAGRAM, snc iwA�en � A-302 m un• a'�a " v -s" ad" , s ,rz" ts,n• sm• zo a• 60" ,ss tm E � •C H.0 �' P9" i i�p• / � ✓i _ 120 � '( RO / X.. Yid'. * ......8 �. -..A+ R0 / - "! HO 'l .__ —>✓ 4 {T - - -I rt ':- I � I � - � -.-, ;.- - I I r I -*" navr iLI Iz ara`;.-I 1 �I are- _T� f a vr. "I I -I - -'i „sctn•, -' �!I - �::.1_�_ to -.C`j. .�' m _ -. ,� — I' I 1 � • � �tf � p. o;r I '� + 1i j'-- I it. ,_ I, -L-L=47 '_.#.. . 1 � e 61N" �- r9• . I ,- I I � I i -r � 4-t � I I �_, I, ., S I I I I D!wec ARea D :, � � �: � '..f � ,-. -'� i � � � :. I r ._ I I _• ' I� I I I I � ,__ }: �1 I I' -. � ., I I� . �., I .I , I el t.. e n I - ��..� u I. �_.. �'. .. i _.- 1 { ._�. I. I 114 + I �i-++J 'T •�1 ,�I I rI II �i i. Ik �I.�'i .I i. -' t - - f { I. I 1q v} � ' � ) 1 I —'- I I I �-"T r I �_"I ` I� i I I, I _•-- 11" a„ 1 ,�: 4 I l i 1' 1 e-0 I ,_+- m. :I � '§I� .I'. -'r .�--�. - .:._ ,. i. }. r I I '. � I ''. �{-, •_.i. � �.. I I�i j Iz avz"�,,f :--::i -' �� ,. t _ --.' 1 ,�.,'� L I -W I �' � II ' �•`,�, � 'I I I.. '�: IIS.. I .�'i`_l •- _ I' � _-•... ..... .-� '! � .., �� I �i,. 9 1 .a 3rr � - I � I I I''; 11_� _ 1 j _ 'F c f W 1 — Sti I IJI I_ I W ,. h `8'4�f2—� 4-t iN• 6-0' 0'E' 8-0• <3 6'1 '.t 3/P" 3 12 ! 2'0'-. d- Ip•�8• 5 a' 3'-9 3d• iJ{f03M' BS YN" 5-0 B'.1112" R.O-.R.O RO RO RO R RO lsl� ler .9" aa -e yr sr -a +n° zz,asN" _ ..... _ DMM3 AREA - 1 0 CaseName: Chick -fil-A Case Number: CU19 37 Location: 1235 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date: Sheet 14 of 16 Approval does not author!ze any work in conflict with any codes or ordinances. DEPARTMENT OF DEVELOPMENT SERVICES I Al OUTDOOR TYP. SEATING TABLES 1 1 =,'o• 1 Er. EIF ■E { s y. Chick fil-A 6200 Buffington Road Atlanta, Georgia 30349 2998 MAY�SE & ASSOCI�T�E$JNC eBH, O,wnm IN. SUAe� °lis+i139emts cm. (Bn13�aze �pfD ARC U n y qrf Oi tf+ 1/arz0208 6820 AM FSR#04480 E, site. LSf ALL nEiFJ.fi2. � 19.06 REl^.Sbt' %G�EeULE ha Dds oescmFn nx" 1W0208'.5ii 20 AM OPAwx By �,� DIMENSIONAL FLOOR PLAN ITI—I ®201 -DI W Q,1 i LL r UJii ® W W W a -j 3: IL 'n M V N FSR#04480 E, site. LSf ALL nEiFJ.fi2. � 19.06 REl^.Sbt' %G�EeULE ha Dds oescmFn nx" 1W0208'.5ii 20 AM OPAwx By �,� DIMENSIONAL FLOOR PLAN ITI—I ®201 -DI t i NOTE: IES FILES FOR THE EXISTING CFA LOT WERE NOT AVAILABLE, A COMPARABLE FIXTURE HAS BEEN USED TO ESTIMATE THE LIGHT LEVELS ON SITE. THE INFORMATION BELOW IS AS ACCURATE AS POSSIBLE BUT IS NOT EXACT. SEE SHEET E-103 FOR ADDITIONAL INFORMATION. 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'19 2.9- '3,1 '3.2 2.9 '3.0 '3 2 '3 1 '3.0 ''3 3 '3,2 _'3 0 '2.8 '2 6 '2.4 `2,4 '2..i '2.4 '2.5 '2.4 `2.0 't3 `0.7 '0.5 "0.4 `0.3 `0.3 '0.3 i'0.3 °0.3 `0.3 `0.3 '0.3 "0.2 `0,0 00.0 0.0 °0.0 `0.7 °0.0 `0.0 b`Q "O.o °0.0' '0.0 ,,-- I I ODX-2 � ` I� � �- - --- - \ O1 0.1 0.2 0.2 ' 03 4 0.5 �. Z_Q.9 1&,SI'8_ ,'`2.2 "2.4 ' '2.6 . 2.8 2.7 2.7 15r '1S 1.4 � ' 1 ; `2.8 r '2.5 2.8 2 7 }2"fi '2 5 '2 8 '3.0 '2.6 7.7 1.1 0 7 "0.5 '0 3 '0.3 0 3 0.3 00.3 '0.2 °0.2 "0 2 °0 2 `0 0 0 0 X0.0 'O.0 "0 0 00.0 0 0 `b 0 ��1.0 0.0 V '0.0 'D.0 0.0 uiff rrnn T- V FSR# 04480 REVISION SCHEDULE NO, DATE DESCRIPTION ; ... - - - 00 0 1 -0.1 0.1, 0.2 0 3 0 4 0.6 .8 1 0 1.5 2.0 2.2 2.3 2. ' � � '2-6 `t5 't.t "18 ;'1.1--- `i 8 ''2 8 14'2.6 ��'2.8 `2 6 , "2.6 ''3.0 `2.6 `1.8 `7.2 0-9 '0.6 'O.A '0.3 `0.3 '62 `0.2 °02 00.2 `0.2 °0.1 °0 0 °Qtl °0.0 °0.0 00.0 '0.0 `O C 0 0 \ �0.9 0 0 `0.0 '0 7 "0.1 '0 1' 0.2 03 t `0.6 OS b.e 1 1 N 5- ,2;C '2.4 `2.3 1. :'1.7 11 '15 't�. ,I 16 1. 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'1 .S 1.0 '0.8 `0.7 '0.5 `0.4 "0.3 -0.3 '62 '0.2 0.1 '0.1 0.1 `0.1 'OD 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O1 0.1 '04 �0.1 '01 �� "0.7 14 1.7 t8 9 1.8 17 �:6 t6 '1,:$ 15r '1S 14,'1.5 1.5",'f,6 7 `1 1 8 k9��20 %'2.0 2V '21 20 19�`. `'Y '1.4 �0.9 `0.8 `D.6 '0.5 0,4 -0.3 '0.3 0.2 '0.2 0.1 0 1 0.1 0.0 '0.0 0.0 0.0 0.0 uiff rrnn T- V FSR# 04480 REVISION SCHEDULE NO, DATE DESCRIPTION 00 1 0.1 0.1 'O.Y 'Ot Q2 0.5 .9 I`1 1� 115 3 t5 1.6 18'. 1.9 1.8 1.7 17 x`7.6 16 '1.6 '16 '1.6 '1.7 "18 '1. 6 't8 '1 .8 '18 '1.8 `'1.8 '1.9 20 '22 '21 ''1. 11.3 0.9 0.7 0.6 `0.5 OA 0.3 0.2 0.2 '0.1 0.1 01 0.1 'O.0 0.0 `0.0 VO 0,0 00 b.0 '0.1 0. 1 OA 101' 1'0.3 'b7 �i 1 `1.3 '1.4: '1,5 '1.7 '1.9 `1.9 '1-8 `t.7 '1.7 '1 8 `1-6 '1,6 `1.7 '1,8 X2.0 2.1 X2.1 't9 'L8 '9.8 '1.8 'i-8 `21 '2.4 '2 `7. ft.2 'O8 b-6 'OS '0.4 -0.3 0.3 b.2 02 `6.1 `0.1 0.1 b9 0.00.0 X0.0 '0.0 -0.0 - t ODX 4 n ODX-3 b0 0.0 06, '0.1 01 01 � 02 61 '09 ') 14 1.4'1.5 19 _X19 X1.8 �`t.6 `1.5 '1-5 't_5 '1.6 X1.8 '2.1 2.4 '2.3 '2.0 19 ®9A 't.8 `t8 '21 ''Z.3_'2_ '1. j1.1 0.7 '0.5 'OA '0.4 0.3 `02 02 �0.1 '0.1 0.1 `0.1 `0.1 -09 '0.0 '0.0 0.0 0.0 '0.0 i "0.0 '0.q '0-0 'O1 011 X 0.1 X�-3 0.6\\'1,1�-- - -`1.3 15-`-171 ,x7.8 tti`j 2b X2,01 �1.`7 f$ Xt6 1.8 't6 '1.$ '2.2 2.3 '21 X20 X19 �13 T 't.8 17 1.7 XL5 '1. !0.9 66 'OA 0.4 '0.3 0.2 '62 `0.2 '0.1 0.1 b.1 X0.1 '60 `0.0 '0.0 '0.0 '0-O 0.0 ODX-3 X0.0 10.0 'O.O OA 00 �N 0.1 '!11 'bt O5 -- ` 09 1.2 `1-3 16 'tom-: a• 17 1.5 '2.0 a dr7- .. I--1 i -7-1V6+--46- "k6 97 -'20 L$----16 t8 ---T6 t4 id --'T:3"-`-1-2--'-{''.1 'LO '0__.0.6 04 0.3 0.2 0.2 0.2 ,. 0.1 0.1 'O.l 'OJ 0.1 0.1 '0.0 0.0 `0.0 0.0 0.0 X0.0 0.0 ' QO 0.Q -0.0 00 QO �bi -411- a3 - 67."x-1.1 1,5-_ - - _-- '`i.6 '1.5 `7.5 `t5 '1.3 `9.4 '1,3 `1.2 "1.1 `t0 0.9 '6.9 `0.8 '01 '0.6 '0.6 `0.5 '0.4 0.3 0.2 X0.7 0.1 0.1 0.10.1 - X0.1 0.1 '0.1 -0.i- ''0:0- --6:0 -- -0.0_ -_ 9<0_.OD 'QO O _ i--- '0. '0.0 I0 `00 `6 U .0 -0.0 '�.0 .0 '�.1 X0.1 '0.4 0.8 `1.2 1.3 1.3 1.2 1.1 1 0 1.1 121.1 11 'LO I 0.0 '0.0 '0.0 b.0 b.0 '0.0 °0.0 ( '60 '0.1 02 '0.5 '0.8 '0.9 b.9 '0.8 0.8 '0.7 0.7 '0.7 `0.7 -0-6 '0.6 PHOTOMETRIC PLAN (GFA LOTS) 11, = 20,_0:, a 76A --:-8 08 <�-0.7 A6 02 01 I'`0.1 '0.1 '0.1 0.1 0.1 X0.1 0.1 0.1 0.1 '00 0.0 `0.0 '0.0 '0.0 0.0 00 0.6 O5 '0. 5 X0.5 '0.5 '0.4 O.4 -0.4 0.4 04 '6.3 03 0.2 02 '0.1 '0 1 `0.1 '0.1 0.1 '0.1 '0.1 0.1 '0.i 0.1 09_-'br0-=9.0_0.0 '0.0 O.D 3 H 0 - Mayor secretary -- te:_ Leet 15 of 16 .+Fu=oval does not authorize any work in confki. I with any codes or ordinances. 3E}FzW N) Q, LA 11 .. , , Chick-fil-A 5200 Buffington Road Atlanta, Georgia D 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: mail@kurzynske.com CURRENT DESIGN 2019 -XX OTFAPPI - D-IPUNE5 PROJECT 19192.MA.S � yg.Bcrx PReNTEo PERMIT oaTE O2f2012019 l_ DRAWN BY BTS SHEET W PHOTOMETRIC PLAN a SHEET NUMBER -102. W z W Q Um LL 1- to Q a ® w1.- 0 H 0o Q 11.1 0 J 5 Q �a 11 uiff rrnn T- V FSR# 04480 REVISION SCHEDULE NO, DATE DESCRIPTION CURRENT DESIGN 2019 -XX OTFAPPI - D-IPUNE5 PROJECT 19192.MA.S � yg.Bcrx PReNTEo PERMIT oaTE O2f2012019 l_ DRAWN BY BTS SHEET W PHOTOMETRIC PLAN a SHEET NUMBER -102. I f FULL CUT OFF LED LIGHT FIXTURE COLOR OF POLES AND, FIXTURES SHALL BE DARK BRONZE. 20' 24" CONCRETE POLE BASE FINISHED GRADE SEE PHOTOMETRIC LUMINAIRE SCHEDULE FOR POLE MODEL NUMBER A4' SITE LIGHTING POLE DETAIL NT,S A De-iPton '2,2 '2,3 Mayor Secretary EXISTING NON -CFA LIGHTING WAS NOT '2S -'2.8 1.1 '8,a\ 4S Symbol Label Quantly Manufacturer 'Patalog Number Number, Lamp Lumens P., Lamp Lght Less F.M., Wattage fe 41.5 fo- - N/A I C(IMAkk (FORMER �,PRV-G40-b-UNV-f3-BZ-HSS 2 7789 t 131 ODI ICOOPER LIGHTING) '0.8 '020.1A,\,o.o rating NomCFA Lot -11.3fic 11BfC 76-67ki-7 N/A NJA NOTE' PHOTOMETRIC PLAN TO BE USED 3 - LUMARK (FORMER !,PRV-C40-D-UNV-T4-aZ-HSS- 2 7759 09 262 ISI 002 JEATON COOPER LIGHTING) ;LOO -R90 EXD-2 1� "3-. Or 6 '2.5 '12 Z? 5 3 8 �i '0.8 -'0.6 '0.2 '0. 1 1 EATON LUMARK(FORMER hPR-V C60 D UN-V-T5�-� -- - C6 10678 09 306 0 D3 �COOPER LIGHTING) �22 �5 2,8rl '3i� '3,0 iSf '2.6 '2.4 3.0 "6,8 413 -0.7 I I I EATON - UUMARK (F - DRIVER jPRV-C60-D-UNV-T5-B72 '{Ll I&M 09 153 OD4 COOPER LIGHTING) 0 .9 1. .5 iIaU 'Z(3- lt'3 0 I '!EATON - LITWWK (FORMERj.EMELOPER-PR1C.-D_UNv-T2� EXD-2 '` 513 1 '- 3.0 '2.9 8 Z(i '2A 3.1 91�- 2 -10042 09 1 ---- - ---- 153 ODX-1 �COOPER LIGHTING) �z ',"0.0 '0.0 0.0 0 �'1;8 0 2 JEATON - UUMARK (FORMER EVELOPER-PRV-C6D-D.UNV-T3- f 2 10029 OS 153 ODX-2C DOPER LIGHTING) -BZ OID' -a 00 0 06 -Do '&6, 0.0 0.0 0,0 16 jDrVE1.PER-PRV-C86-. 0.4 '2,6- -!"2�7 '2,7 �2. '2.7 ..7 '2s_ 2S �1,7 80 1 4�8 EXD-2 EATON - LUMARK (FORMER '6.7 'G2 '0. 1 09 153 ODX-3 ],COOPER LIGHTING) Laz 0.0 101 -ii 9 2 2 3 4 LUM . A R - K (FORMER ATON C JEVELbPER-PRV-C40-D-UNV-T4- 2 7759- -- 0 - 9 131- COX, OPER LIGHTING) - �82-HSS .0 6v0 \\0 0 DO -0 0 i I EATON - LUMARk*(FORMER �C iDEVELOPER -PRII-CDO-D-UNV-1-5- 2 �306 ODX-5 DOPE R LIGHTING) --,Bz 7 LSI INDUSTRIES INC GRUS-SC-UED LW -K 1 9966 0.05715 CHUB 3 Existurg Developer Hubbell LINC�51-11-31<-3-X I 833695 -12 9 EXD-1 Outdoor - - . ],D -- bn-b�gPi 7 Developer Lithmno WSR-C SR2 30K MVOLT - I �-�i i ----o 95 -i-9:56 N", '-fi, A -2 Lighting I OD POLE SHALL BE -1 - - A SQUARE STRAIGHT STEEL POLE BY KW SSP184,0-7-BRZ-DM10-BC (Single Luminaire Pole) ---I wcation: 1235 William D. Tate Avenue Grapevine, Texas 76051 i I OD POLE SHALL BEA SQUARE STRAIGHTSTEEL POLE BY KWSSP18,4,0-7-BRZ-DM2180-BC (Double Luminaire Pole) NOTE: PHOTOMETRIC INFORMATION FOR THElcs '2,2 '2,3 Mayor Secretary EXISTING NON -CFA LIGHTING WAS NOT '2S -'2.8 1.1 '8,a\ 4S �L� D E� AVAILABLE. Description Symbol A,,g Max 1 Min Max/Min Avg/Min A COMPARABLE METAL HALIDE FIXTURE WAS C. 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T -1 7 1 S -11" -2.2 T 1 '2,1 �1.4 'D & 'G6 '0A "CL4 '0�3 '-'0,2 '0,2 '0.2 '01 1 '0. 1 \ '0, 1 '0. 1 '0 1 '0- 1 1 G'i '01 `J.3--'1 -�A --1-1-41- -1 1A-- -,is -.14 -4,0 20 >Q 20,� -0 42 '0,2- -�D- METRIC PLAN (NON -CFR LOT) z- 0. 2 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia D 30349-2998 V--- Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: mail@kurzynske.com TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM NUMBER 10225 2, Af 01/06/20 CURRENTUESIGN 2019lxx NDE a DISCIPLINE'S PROJECT 19192.MA.5 M 'CE11 TED PERMIT M 02120/2019 DRAWN By BTS 'H" W PHOTOMETRIC PLAN SHEET NttNIBER E-1 03. W :3 Z LU .J Uj LL LL LO CD W CO ~ 11- Z a X >Q LLF W z- 0. > a. W Ln FSR# 04480 REVISION SCHEDULE NO• DATE DESCRIPTION CURRENTUESIGN 2019lxx NDE a DISCIPLINE'S PROJECT 19192.MA.5 M 'CE11 TED PERMIT M 02120/2019 DRAWN By BTS 'H" W PHOTOMETRIC PLAN SHEET NttNIBER E-1 03.